JP2019085844A - Soft soil mixing equipment - Google Patents

Soft soil mixing equipment Download PDF

Info

Publication number
JP2019085844A
JP2019085844A JP2017217143A JP2017217143A JP2019085844A JP 2019085844 A JP2019085844 A JP 2019085844A JP 2017217143 A JP2017217143 A JP 2017217143A JP 2017217143 A JP2017217143 A JP 2017217143A JP 2019085844 A JP2019085844 A JP 2019085844A
Authority
JP
Japan
Prior art keywords
mixing
soft soil
belt conveyor
collision
modifier
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
JP2017217143A
Other languages
Japanese (ja)
Other versions
JP6997425B2 (en
Inventor
裕一 田中
Yuichi Tanaka
裕一 田中
中川 雅夫
Masao Nakagawa
雅夫 中川
宗一郎 野中
Soichiro Nonaka
宗一郎 野中
歩 松本
Ayumi Matsumoto
歩 松本
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean 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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP2017217143A priority Critical patent/JP6997425B2/en
Publication of JP2019085844A publication Critical patent/JP2019085844A/en
Application granted granted Critical
Publication of JP6997425B2 publication Critical patent/JP6997425B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

To provide a soft soil mixing equipment capable of efficiently mixing soft soil such as dredge soil and reformer such as steelmaking slag in a space saving manner.SOLUTION: The mixing equipment is configured so that soft soil A, which is supplied with modifier and sequentially dropped from the discharge side end of a belt conveyor 4, collides with the mixing acceleration collision portion 30, and the soft soil A is repelled by the inner inclined surfaces 31, 31 and collected at the bottom of the mixing acceleration collision portion 30 and falls to the drop destination in a massive shape A1. With this, degradation of the drop mixing effect due to dispersion of the soft soil by collision is prevented.SELECTED DRAWING: Figure 2

Description

本発明は、浚渫土等の軟弱土に製鋼スラグ等の改質材を混合させて軟弱土の強度を改良するための軟弱土の混合装置に関する。   TECHNICAL FIELD The present invention relates to a mixing apparatus for soft soil to improve the strength of soft soil by mixing a modifying material such as steelmaking slag with soft soil such as clay.

従来、浚渫土等の軟弱土に鉄鋼精製の過程で副産物として生じる製鋼スラグを改質材として混合させることにより軟弱土を強度改良してなるカルシア改質土を地盤材、干潟・浅場造成材等の土木材料として使用する方法が提案されている(例えば、特許文献1、段落0035を参照)。   In the past, calcia-modified soil formed by strengthening soft soil by mixing it with steelmaking slag generated as a by-product in the process of iron and steel refining as a modification material in soft soil such as clay soil etc. The method of using as a civil-engineering material of is proposed (for example, refer patent document 1, Paragraph 0035).

浚渫土等の軟弱土に製鋼スラグを混合する方法としては、機械式ミキサ等の攪拌装置に投入された一定量の軟弱土に対し所定の比率で製鋼スラグを添加し、それを攪拌装置により攪拌して強制的に混合する方法、軟弱土に製鋼スラグを所定の比率で添加したものを空気圧送し、それを圧送管内に生じるプラグ流の乱流効果を利用して攪拌混合する管中混合工法、土運船等に貯留された軟弱土に所定の比率で製鋼スラグを添加し、それをバックホウにて強制的に掻き混ぜる方法等が知られている。   As a method of mixing steelmaking slag with soft soil such as clay soil, steelmaking slag is added at a predetermined ratio to a fixed amount of soft soil charged to a stirring device such as a mechanical mixer, and this is stirred by the stirring device And forced mixing method, in-pipe mixing method of pneumatically feeding soft soil with steelmaking slag added at a predetermined ratio, and using the turbulent flow effect of plug flow generated in the feeding pipe There is known a method of adding steelmaking slag at a predetermined ratio to soft soil stored in a cargo ship or the like and forcibly mixing it with a backhoe.

また、二つの物質を簡易且つ大量に混合する方法として、ベルトコンベアの乗継ぎを利用して混合する方法も知られている(例えば、非特許文献1を参照)。   In addition, as a method of mixing two substances easily and in a large amount, a method of mixing using a transfer of a belt conveyor is also known (see, for example, Non-Patent Document 1).

更に、軟弱土と添加物とを混合する他の方法としては、添加物を添加した軟弱土を背の高い塔型筒状の混練装置に投入して装置内を落下させ、その際の落下エネルギを活用して軟弱土と添加物とを混合することも考えられる(例えば、特許文献2を参照)。   Furthermore, as another method of mixing soft soil and additives, the soft soil to which the additive is added is introduced into a tall column-type cylindrical kneading apparatus, and the inside of the apparatus is dropped, and the fall energy at that time It is also conceivable to mix soft soil and additives by utilizing (see, for example, Patent Document 2).

しかしながら、従来の攪拌装置を使用した混合方法及び管中混合工法では、専用の設備を必要とする為に、施設が大掛かりなものにならざるを得ず、例えば、管中混合方式の場合、軟弱土と製鋼スラグとを混合・圧送する空気圧送船を必要とし、施工費用が嵩むという問題があった。   However, in the mixing method using the conventional stirring apparatus and the in-pipe mixing method, since the dedicated equipment is required, the facility must be large-scaled, for example, in the case of the in-pipe mixing method There is a problem that the construction cost is increased because it requires an air pressure ship for mixing and pumping soil and steelmaking slag.

一方、バックホウを使用した混合方法は、汎用機械を使用して簡易且つ安価に施工ができる半面、大量施工には不向きであった。   On the other hand, the mixing method using the backhoe is not suitable for mass construction while it can be simply and inexpensively constructed using a general purpose machine.

ベルトコンベアの乗継ぎを利用した混合方法は、主に乾燥した状態又は含水比の低い砂質土とセメント等との混合を対象とするものであって、シルト・粘土分が多い浚渫土等の含水比が高い軟弱土と製鋼スラグとの混合には適さず、軟弱土と製鋼スラグとの混合に適用した場合、浚渫土等の軟弱土と製鋼スラグとが十分に混合されず、その為、ニ軸ミキサ等による強制的な混合を別途行う必要があり、攪拌装置を使用する混合方法と同様に施設が大掛かりなものにならざるを得なかった。   The mixing method using the transfer of the belt conveyor is mainly intended for the dry state or the mixing of sandy soil with a low water content with cement, etc. It is not suitable for mixing soft soil with high water content with steelmaking slag, and when applied to mixing soft soil with steelmaking slag, soft soil such as clay is not sufficiently mixed with steelmaking slag, so It was necessary to carry out forced mixing separately by a biaxial mixer etc., and it was compelled that the facility became large-scale as in the mixing method using a stirrer.

また、落下エネルギを活用して軟弱土と添加物とを混合する方法においては、背の高い不安定な塔型の混練装置を使用するため、当該混練装置を安定した状態に設置する必要があり、設備が大掛かりとなり且つ、設置場所が制限されるという課題があり、また、このような混練装置には、十分な混合状態を得る為に電力で動作するパドル等の攪拌手段を備える場合が多々あり、より簡便な構造で軟弱土と製鋼スラグ等の改質材との混合が可能な装置の開発が望まれている。   In addition, in the method of mixing soft soil and additives by utilizing falling energy, it is necessary to install the kneading apparatus in a stable state, since it uses a tall and unstable column-type kneading apparatus. There is a problem that the installation becomes large and the installation place is limited, and such a kneading apparatus is often provided with stirring means such as a paddle operated by electric power to obtain a sufficient mixing state. There is a demand for development of an apparatus capable of mixing soft soil with a modifying material such as steelmaking slag with a simple structure.

そこで、本願発明者は、改質材供給済み軟弱土を移送するベルトコンベアの乗り継ぎ部において、上流側のベルトコンベアの排出側端部が下流側のベルトコンベアの投入側端部より所定の落下高さ分だけ高い位置となるように設置するとともに、各ベルトコンベアの排出側端部下に所定の衝突距離を隔てて配置された混合用反発体を備え、各ベルトコンベアの排出側端部より投下した改質材供給済み軟弱土を混合用反発体に衝突させることにより軟弱土と改質材との混合が促進されるようにした混合装置(以下、乗り継ぎ部落下衝撃式混合装置という)を開発するに至った(特許文献3を参照)。   Therefore, the inventor of the present application has determined that the discharge side end of the upstream side belt conveyor has a predetermined drop height from the input side end of the downstream side belt conveyor at the connecting part of the belt conveyor that transfers soft soil with reformer supply. It was installed so as to be at a higher position by a certain distance, and was provided with a mixing repulsion body arranged below the discharge side end of each belt conveyor with a predetermined collision distance, and dropped from the discharge side end of each belt conveyor Development of a mixing device (hereinafter referred to as a junction-type drop impact mixing device) in which mixing of soft soil and modifying material is promoted by colliding modifier-supplied soft soil with a mixing repulsion object (See Patent Document 3).

この乗り継ぎ部落下衝撃式混合装置は、改質材添加済み軟弱土の移送に使用するベルトコンベアの乗り継ぎを利用するため、塔型の混合装置や攪拌装置等の大掛かりな設備を必要とせず、且つ、大量施工が可能となっている。   This connecting part drop impact type mixing device does not require large-scale equipment such as a tower type mixing device or a stirring device since it uses the transfer of the belt conveyor used to transfer the soft soil with modifier added. A large amount of construction is possible.

特開2009−121167号公報JP, 2009-121167, A 特開平11−28719号公報Japanese Patent Application Laid-Open No. 11-28719 特開2014−173285号公報JP, 2014-173285, A 事前混合処理工法技術マニュアル(改訂版) 沿岸技術研究センター 平成20年12月 61頁Pre-mixing method Technical manual (revised edition) Coastal Technology Research Center December 61, 2008 p.

上述の如き乗り継ぎ部落下衝撃式混合装置において、十分な混合促進効果を得るためには、一定の高さから改質材供給済み軟弱土を混合用反発体に向けて落下衝突させる過程を複数回(少なくとも3回以上)行う必要があることが実験により確認されており、フローティングコンベア等の使用や改質土の投入先に形成された法面を利用して当該必要な落下衝突回数を確保している。   In order to obtain a sufficient mixing promoting effect in the connection part drop impact type mixing apparatus as described above, the process of causing the modifier-supplied soft soil to fall and collide against the mixing repellant from a certain height is repeated several times. It has been confirmed by experiments that it is necessary to carry out (at least three times or more), and the necessary number of drop collisions is secured using slopes formed on the use of floating conveyors etc. and the place to which modified soil is thrown. ing.

しかしながら、施工現場によっては、スペース的に複数のベルトコンベアを配置できず、ベルトコンベアの構成によって必要な落下衝突回数を確保できない場合があり、また、浅場、干潟、潜堤の構築に際し、改質土を海上施工・海中投入する場合には、投入先の法面を混合用反発体として利用することができないという課題があった。   However, depending on the construction site, it may not be possible to arrange a plurality of belt conveyors in space, and it may not be possible to secure the necessary number of drop collisions depending on the construction of belt conveyors. There has been a problem that in the case of offshore construction / submersion of soil, the slope of the input destination can not be used as a mixing repulsion body.

また、乗り継ぎ部落下衝撃式混合装置では、一定の塊状でベルトコンベアから投下された改質材供給済み軟弱土が混合用反発体に衝突させた際にその衝撃で複数に分散した場合、その状態で次の混合用反発体に衝突させても落下衝突による混合促進効果が十分に活用できていないという課題があった。   In addition, in the connection part drop impact type mixing apparatus, when a certain lump of soft soil supplied with modifier material dropped from the belt conveyor is dispersed into a plurality by impact when it collides with the mixing repulsion body, that state However, there is a problem that the mixing promoting effect by the drop collision can not be sufficiently utilized even if the collision with the next mixing repulsion body occurs.

そこで、本発明は、このような従来の問題に鑑み、浚渫土等の軟弱土と製鋼スラグ等の改質材とを省スペース且つ効率よく混合することができる軟弱土の混合装置の提供を目的としてなされたものである。   Therefore, in view of such conventional problems, the present invention aims to provide a soft soil mixing device capable of efficiently mixing space-saving soft soil such as clay and steelmaking slag and other modifiers. It was made as

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、排出側端部が投下先の上面より所望の落下高さ分だけ高くなるように設置されたベルトコンベアを備え、軟弱土に所定の比率で改質材が供給された改質材供給済み軟弱土を前記ベルトコンベアより投下させ、前記軟弱土と前記改質材との混合を促進するようにした軟弱土の混合装置において、前記ベルトコンベアの投下側端部下に前記ベルトコンベアの投下側端部及び前記投下先よりそれぞれ一定の距離を隔てて配置された混合促進手段を備え、前記混合促進手段は、底側に傾いた内側傾斜面を有し、底側の幅が狭い溝状の混合用衝突部を備え、該混合用衝突部が溝方向を所定の角度に傾けて配置され、前記ベルトコンベアの排出側端部より順次投下された前記改質材供給済み軟弱土が前記混合促進用衝突部に衝突するとともに、該改質材供給済み軟弱土が前記内側傾斜面に反発し、前記混合促進用衝突部の底側に集約され、塊状となって前記落下先に落下するようにしたことにある。   The feature of the invention according to claim 1 for solving the above-mentioned conventional problems is provided with a belt conveyor installed so that the discharge side end is higher than the upper surface of the dropping destination by a desired drop height. A soft soil supplied with a modifier at a predetermined ratio to the soft soil is dropped from the belt conveyor to promote mixing of the soft soil with the modifier. The mixing apparatus includes a mixing promoting means disposed below the dropping side end of the belt conveyor at a predetermined distance from the dropping side end of the belt conveyor and the dropping destination, and the mixing promoting means is on the bottom side And a groove-shaped mixing collision portion having a narrow width on the bottom side, the mixing collision portion being disposed with the groove direction inclined at a predetermined angle, the discharge side of the belt conveyor The above modifiers dropped sequentially from the end The supplied soft soil collides with the collision promoting portion for mixing, and the soft soil after the supply of the modifier is repelled to the inner inclined surface and collected at the bottom side of the collision promoting portion for mixing promotion It is to fall to the said drop destination.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記混合促進手段は、複数の前記混合促進用衝突部が平行に配置され蛇腹状に形成されていることにある。   A feature of the invention according to claim 2 is that, in addition to the constitution of claim 1, the mixing promoting means is formed in a bellows shape by arranging a plurality of the mixing promoting collision parts in parallel.

請求項3に記載の発明の特徴は、請求項1又は2の構成に加え、前記ベルトコンベアの投下先にベルトコンベアを配置し、該ベルトコンベアがその排出側端部が投下先の上面より所望の落下高さ分だけ高くなるように設置され、該排出側端部下に前記ベルトコンベアの投下側端部及び前記投下先よりそれぞれ一定の距離を隔てて前記混合促進手段が配置されていることにある。   According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, the belt conveyor is disposed at the discharge destination of the belt conveyor, and the discharge side end of the belt conveyor is desired from the upper surface of the discharge destination And the mixing promoting means is disposed below the discharge side end at a predetermined distance from the discharge side end of the belt conveyor and the discharge destination, respectively. is there.

請求項4に記載の発明の特徴は、請求項1〜3の何れか一の構成に加え、前記ベルトコンベアの投下先に土運船が配置され、該土運船の貯泥部には、所定の角度に傾けて設置された補助混合促進用衝突板部を有する補助混合促進手段を備え、前記補助混合促進用衝突板部に前記塊状の改質材供給済み軟弱土が衝突するようにしたことにある。   According to a fourth aspect of the present invention, in addition to the configuration of any one of the first to third aspects, the earth transportation vessel is disposed at the discharge destination of the belt conveyor, and the mud storage section of the earth transportation vessel is The auxiliary mixing promoting means having an auxiliary mixing promoting collision plate portion installed at an inclination to a predetermined angle is provided, and the lump of the modifier-supplied soft soil is made to collide with the auxiliary mixing promotion collision plate portion. It is.

請求項5に記載の発明の特徴は、請求項1〜3の何れか一の構成に加え、前記ベルトコンベアの投下先が法肩手前の地面であって、該法肩手前の地面には、所定の角度に傾けて設置された補助混合促進用衝突板部を有する補助混合促進手段を備え、前記補助混合促進用衝突板部に前記塊状の改質材供給済み軟弱土が衝突するようにしたことにある。 A feature of the invention according to claim 5 is, in addition to the constitution according to any one of claims 1 to 3, the delivery destination of the belt conveyor is the ground near the shoulder and the ground near the shoulder, The auxiliary mixing promoting means having an auxiliary mixing promoting collision plate portion installed at an inclination to a predetermined angle is provided, and the lump of the modifier-supplied soft soil is made to collide with the auxiliary mixing promotion collision plate portion. It is.

本発明に係る軟弱土の混合装置は、請求項1に記載の構成を具備することによって、落下の際のエネルギを活用した混合効果とともに、内側傾斜面からなる混合用衝突部に衝突した際の衝撃による製鋼スラグ等の改質材の軟弱土へののめり込みによる混合作用とともに、製鋼スラグ等の改質材と軟弱土とが内側傾斜面より受ける反発力による混合作用によって製鋼スラグ等の改質材と軟弱土とが好適に混合される。また、内側傾斜面に反発した改質材供給済み軟弱土が混合用衝突部を構成する他の内側傾斜面に衝突し、更に混合が促進される。また、混合用衝突部の底部への衝突により分散した改質材供給済み軟弱土が集約され、塊状となることにより次の落下衝撃作業を効率よく行え、より高い混合促進効果を得ることができる。   The mixing apparatus for soft soil according to the present invention has the configuration according to claim 1 and, at the time of collision with the mixing collision part formed of the inner inclined surface, together with the mixing effect utilizing the energy at the time of falling. A modifier such as steel slag by the mixing action by the repulsive force that the modifier such as steelmaking slag and the soft soil receive from the inner inclined surface as well as the mixing action by the penetration of the modifier such as steelmaking slag into soft soil by impact And soft soil are suitably mixed. In addition, the modifier-supplied soft soil which has been repelled by the inner inclined surface collides with the other inner inclined surface constituting the mixing collision portion, and the mixing is further promoted. In addition, the soft soil supplied with modifier dispersed by the collision to the bottom of the mixing collision part is aggregated, and the next drop impact work can be efficiently performed by being lumped, and a higher mixing promotion effect can be obtained. .

また、本発明において、請求項2に記載の構成を具備することによって、幅の広いベルトコンベアにも対応することができる。   Further, according to the present invention, by providing the configuration according to claim 2, it is possible to cope with a wide belt conveyor.

また、本発明において、請求項3に記載の構成を具備することによって、ベルトコンベアの乗り継ぎ部を利用して効率よく混合することができる。   Further, in the present invention, by providing the configuration according to the third aspect, it is possible to efficiently mix using the connecting portion of the belt conveyor.

さらに、本発明において、請求項4に記載の構成を具備することによって、海上施工等のようにベルトコンベアの配置や投下先に法面がない場合等に簡易な構造で落下混合の回数を確保することができる。   Furthermore, in the present invention, by providing the configuration according to claim 4, the number of times of drop mixing can be secured with a simple structure when there is no slope on the arrangement of the belt conveyor or the dropping end as in sea installation etc. can do.

また、本発明において、請求項5に記載の構成を具備することによって、法肩部分を利用して落下混合の回数を確保することができる。   Further, according to the present invention, by providing the configuration according to the fifth aspect, it is possible to secure the number of times of drop mixing by utilizing the shoulder portion.

本発明に係る軟弱土の混合装置の一例を示す概略側面図である。It is a schematic side view which shows an example of the mixing apparatus of the soft soil which concerns on this invention. 図1中の混合促進手段による混合の状態を示す部分拡大側面図である。It is a partial expanded side view which shows the state of the mixing by the mixing acceleration | stimulation means in FIG. 同上の概略正面図である。It is a schematic front view same as the above. 本発明に係る混合装置の効果確認実験における一軸圧縮強さを比較した結果を示すグラフである。It is a graph which shows the result of having compared the uniaxial compression strength in the effect confirmation experiment of the mixing apparatus concerning this invention. 同上の一軸圧縮強さの頻度分布を示すグラフであって、(a)は混合促進手段を備えていない場合、(b)は同混合促進手段を備えている場合である。It is a graph which shows the frequency distribution of the uniaxial compression strength same as the above, Comprising: (a) is a case where the mixing promotion means is not provided, (b) is a case where the mixing promotion means is provided. 本発明に係る混合装置における混合促進手段の他の態様の一例を示す正面図である。It is a front view which shows an example of the other aspect of the mixing acceleration | stimulation means in the mixing apparatus which concerns on this invention.

次に、本発明に係る軟弱土の混合装置の実施の態様を図1〜図3に示した実施例に基づいて説明する。尚、図中符号1はリクレーマ船、符号2はリクレーマ船1から投入された改質土Bを運搬する土運船である。   Next, the embodiment of the mixing apparatus for soft soil according to the present invention will be described based on the examples shown in FIGS. 1 to 3. In the figure, reference numeral 1 denotes a reclaimer ship, and reference numeral 2 denotes an earth handling boat for transporting the modified soil B thrown from the reclaimer ship 1.

この混合装置3は、排出側端部4aが投下先より所望の落下高さH分だけ高くなるように設置されたベルトコンベア4と、ベルトコンベア4の排出側端部4a下に配置された混合促進手段5とを備え、ベルトコンベア4上を移動する改質材供給済み軟弱土Aをベルトコンベア4より混合促進手段5に向けて投下させ、改質材供給済み軟弱土Aを移送しつつ軟弱土6と改質材7との混合を促進するようになっている。   The mixing device 3 includes a belt conveyor 4 installed so that the discharge side end 4 a is higher than the dropping end by a desired drop height H, and a mixture arranged under the discharge side end 4 a of the belt conveyor 4. The soft soil A supplied with the modifier is moved from the belt conveyor 4 toward the mixing accelerator 5 while moving on the belt conveyor 4 and the soft soil A supplied with the modifier is transferred while softened. The mixing of the soil 6 and the modifier 7 is promoted.

本実施例では、図1に示すように、水上に浮かべた揚土船(リクレーマ船1)上において、バックホウ8等により土運船9より浚渫土等の軟弱土6を揚土し、それを一定量毎に切り出して最上流のベルトコンベア10に順次供給し、ベルトコンベア10上で製鋼スラグ等の改質材7を軟弱土6に供給した後、ベルトコンベア4に乗り継ぎ、ベルトコンベア4より混合促進手段5に向けて投下させ、混合促進手段5を経て改質材供給済み軟弱土Aが土運船2に投下されるようになっている。   In this embodiment, as shown in FIG. 1, soft soil 6 such as dredged soil 6 is lifted from the earth transportation vessel 9 by a backhoe 8 or the like on a landslide vessel (reclaimer vessel 1) floated on water, After each fixed amount is cut out and sequentially supplied to the uppermost stream belt conveyor 10 and after the modifier 7 such as steelmaking slag is supplied to the soft soil 6 on the belt conveyor 10, it transits to the belt conveyor 4 and mixes from the belt conveyor 4 The soft soil A having been supplied with the modifying material is dropped onto the earth transportation vessel 2 through the mixing promoting means 5.

尚、図中符号11は、吐出量を調節可能なフィーダを備えた軟弱土供給用ホッパ11であって、バックホウ8等により土運船9より揚土した浚渫土等の軟弱土6を軟弱土供給用ホッパ11に投入し、それを一定量毎に切り出して最上流のベルトコンベア10に順次供給するようになっている。   In addition, the code | symbol 11 in a figure is the hopper 11 for soft soil supply provided with the feeder which can adjust discharge amount, Comprising: Soft soil 6 such as clay soil which was lifted from soil transportation ship 9 by backhoe 8 etc. It is put into the hopper 11 for supply, it is cut out for every fixed amount, and it is made to supply one by one to the belt conveyor 10 of the most upstream.

また、この混合装置3は、とくに図示しないが軟弱土6の含水比を調整する含水比調整手段を備え、軟弱土6を製鋼スラグ等の改質材7との混合に最適な含水比に調整するようにしてもよい。   Further, the mixing device 3 is provided with a water content ratio adjusting means for adjusting the water content ratio of the soft soil 6, although not shown in particular, and the soft soil 6 is adjusted to a water content optimum for mixing with the modifier 7 such as steelmaking slag. You may do it.

尚、改質材7に製鋼スラグを用いる場合、軟弱土6の含水比は、液性限界(wL)の1.2〜1.8倍とし、軟弱土6が適度な粘性及び流動性を有する状態、詳しくは、シリンダフロー試験(NEXCO 試験法 313)によるフロー値が85〜250mmとなるように調整されることが望ましい。   When steelmaking slag is used as the modifier 7, the water content ratio of the soft soil 6 is 1.2 to 1.8 times the liquid limit (wL), and the soft soil 6 has appropriate viscosity and fluidity. In particular, it is desirable to adjust the flow value by the cylinder flow test (NEXCO test method 313) to 85 to 250 mm.

また、この混合装置3は、製鋼スラグ等の改質材7を軟弱土6に向けて供給する改質材供給手段12を備え、軟弱土6に対し所定の比率で改質材7を供給するようになっている。   Further, the mixing apparatus 3 includes a modifier supply means 12 for supplying a modifier 7 such as steelmaking slag toward the soft soil 6, and supplies the modifier 7 at a predetermined ratio to the soft soil 6. It is supposed to be.

改質材供給手段12は、例えば、吐出量を調節可能なフィーダを備えたホッパ13と、最上流のベルトコンベア10上に配置された改質材供給用ベルトコンベア14とを備え、フィーダにより一定量毎に切り出した製鋼スラグ等の改質材7を改質材供給用ベルトコンベア14によりベルトコンベア10上の軟弱土6に順次供給し、軟弱土6上に所定の比率(10〜40vol%)で製鋼スラグ等の改質材7を供給するようになっている。   The modifying material supply means 12 includes, for example, a hopper 13 having a feeder capable of adjusting the discharge amount, and a modifying material supply belt conveyor 14 disposed on the most upstream belt conveyor 10, and is fixed by the feeder A modifying material 7 such as steelmaking slag cut out for each amount is sequentially supplied to soft soil 6 on a belt conveyor 10 by a belt conveyor 14 for modifying material supply, and a predetermined ratio (10 to 40 vol%) on soft soil 6 The reformer 7 such as steelmaking slag is to be supplied.

尚、製鋼スラグは、ある程度粒径が大きく重量のあるものであると軟弱土6中での攪乱効果が高く、粒径10mm〜25mmのものが製鋼スラグ全体の20%以上含まれることが好ましい。   If the steelmaking slag has a large particle size and weight, the disturbance effect in the soft soil 6 is high, and it is preferable that the steelmaking slag has a particle size of 10 mm to 25 mm and 20% or more of the whole steelmaking slag.

そして、最上流のベルトコンベア10上で改質材7が供給された改質材供給済み軟弱土Aは、最上流のベルトコンベア10の排出側端部より投下され、ベルトコンベア4の投入側端部4bに向けて落下し、乗り継ぎ部の落下を利用して軟弱土6と改質材7との混合を促進する。   Then, the soft soil A supplied with the modifier 7 on the uppermost stream belt conveyor 10 is dropped from the discharge side end of the uppermost stream belt conveyor 10, and the feed side end of the belt conveyor 4. It falls toward the part 4b and promotes the mixing of the soft soil 6 and the modifier 7 by using the drop of the connecting part.

ベルトコンベア4は、図1に示すように、投入側端部4bを低く、排出側端部4aが高くなるように傾けた配置に設置され、排出側端部4aが投入先より鉛直方向で所定の落下高さH分だけ高い位置となるように配置されている。   As shown in FIG. 1, the belt conveyor 4 is installed at a position where the input side end 4b is lowered and the discharge side end 4a is inclined, and the discharge side end 4a is predetermined in the vertical direction from the input destination. It is arrange | positioned so that it may become high position by the fall height H of.

そして、改質材供給済み軟弱土Aがベルトコンベア4の排出側端部4aより排出されて落下し、その際の落下エネルギを利用して軟弱土6と製鋼スラグ等の改質材7との混合を促進するようになっている。   Then, the modifier-supplied soft soil A is discharged from the discharge side end 4a of the belt conveyor 4 and falls, and the energy from the fall is used to combine the soft soil 6 with the modifier 7 such as steel slag. It is designed to promote mixing.

落下高さHは、軟弱土6と製鋼スラグとの混合に際し、落下エネルギを利用した混合効果が期待できる程度の高さとする。   The falling height H is such a height that a mixing effect using falling energy can be expected when mixing the soft soil 6 and the steelmaking slag.

混合促進手段5は、図2、図3に示すように、鋼板等によって一体に形成され、底側が狭いV字溝状の混合促進衝突部30を備えている。   As shown in FIGS. 2 and 3, the mixing promoting means 5 is integrally formed of a steel plate or the like, and has a V-shaped groove-like mixing promoting collision portion 30 whose bottom side is narrow.

混合促進衝突部30は、互いに角度δを成すように底部側に傾いた一対の内側傾斜面31,31を有し、両内側傾斜面31,31が互いに谷折り状に配置され、底側が狭いV字溝状に形成されている。   The mixing promotion collision portion 30 has a pair of inner inclined surfaces 31, 31 inclined to the bottom side so as to form an angle δ with each other, both inner inclined surfaces 31, 31 are arranged in a valley fold with each other, and the bottom side is narrow. It is formed in a V-shaped groove shape.

また、この混合促進衝突部30は、溝方向を水平面に対し所定の角度θに傾けて配置されている。   Further, the mixing promotion collision portion 30 is disposed with the groove direction inclined at a predetermined angle θ with respect to the horizontal plane.

尚、角度δ及びθは、軟弱土6の状態、改質材7の種類、落下高さH等の諸条件を考慮し、角度δ=60〜120度、角度θ=0〜60度に設定される。   The angles δ and θ are set at an angle δ of 60 to 120 degrees and an angle θ of 0 to 60 degrees in consideration of various conditions such as the state of the soft soil 6, the type of the modifier 7, and the drop height H. Be done.

この混合促進手段5は、ベルトコンベア4の排出側端部4aと投入先(ここでは土運船2)との間において、混合促進衝突部30の中央部分がベルトコンベア4の排出側端部4a及び投入先からそれぞれ一定の距離d1,d2を隔てて配置され、且つ、混合促進衝突部30の下端が投入先側に位置するように配置されている。   In the mixing promoting means 5, the central portion of the mixing promoting collision section 30 is located between the discharge side end 4 a of the belt conveyor 4 and the input destination (here, the earth transportation vessel 2). And it arrange | positions so that fixed distance d1, d2 may each be separated from an injection destination, and it is arrange | positioned so that the lower end of the mixing promotion collision part 30 may be located in the injection destination side.

ベルトコンベア4の排出側端部4aから混合促進衝突部30までの距離d1及び混合促進衝突部30から投入先までの距離d2は、混合促進衝突部30の中央部分からそれぞれ少なくとも1m以上であって、望ましくは2m以上である。本実施例では、投入先である運搬用の土運船2端部に設置用部材17を設置し、混合促進手段5を設置用部材17に支持させることにより、高さd1,d2が調整されている。   The distance d1 from the discharge side end 4a of the belt conveyor 4 to the mixing promotion collision part 30 and the distance d2 from the mixing promotion collision part 30 to the charging destination are each at least 1 m or more from the central part of the mixing promotion collision part 30 , Desirably 2 m or more. In the present embodiment, the installation member 17 is installed at the end of the earth transportation boat 2 for transportation, which is the input destination, and the mixing promotion means 5 is supported by the installation member 17 to adjust the heights d1 and d2. ing.

そして、改質材供給済み軟弱土Aは、ベルトコンベア4の排出側端部4aより投下されると、何れかの内側傾斜面31に衝突した後、衝突時の反発により他方の内側傾斜面31にも衝突し、これを繰り返しながら、内側傾斜面31,31上を滑り落ち、混合促進衝突部30の底部下端側に受け止められるようになっている。   Then, the modifier-supplied soft soil A, when dropped from the discharge side end 4 a of the belt conveyor 4, collides with any of the inner inclined surfaces 31, and then the other inner inclined surface 31 due to repulsion at the time of collision. It collides, and while repeating this, it slides down on the inner inclined surfaces 31, 31 and is received by the lower end side of the bottom of the mixing promotion collision portion 30.

そして、混合促進衝突部30の底部下端に移動した改質材供給済み軟弱土Aは、混合促進衝突部30の底部下端に留まった後、一定量に達すると、押し出されて塊状A1となって投下先である運搬用の土運船2に落下される。   Then, the modifier-supplied soft soil A which has moved to the lower end of the bottom of the mixing promotion collision section 30 remains at the bottom end of the bottom of the mixing promotion collision section 30, and when it reaches a certain amount, it is extruded and becomes lump A1. It is dropped to the earth transportation boat 2 for transportation which is the dropping destination.

土運船2には、所定の角度γ(γ=0〜60度)に傾けて設置された補助混合促進用衝突板部20を有する補助混合促進手段を備え、補助混合促進用衝突板部20に塊状の改質材供給済み軟弱土A1が衝突し、混合が促進されるようになっている。   The earth transportation vessel 2 is provided with auxiliary mixing promoting means having an auxiliary mixing promoting collision plate portion 20 installed at an inclination of a predetermined angle γ (γ = 0 to 60 degrees), and the auxiliary mixing promotion collision plate portion 20 In this case, massive reformer-supplied soft soil A1 collides with it to promote mixing.

補助混合促進用衝突板部20は、鋼板等によって構成され、土運船2の貯泥部21の縁部にその上縁から船底21bに向けて傾いた形状に形成されている。   The auxiliary mixing promoting collision plate portion 20 is formed of a steel plate or the like, and is formed in the edge portion of the mud portion 21 of the earth transporting ship 2 so as to be inclined from the upper edge toward the bottom 21b.

そして、塊状で落下した改質材供給済み軟弱土A1が補助混合促進用衝突板部20に衝突し、その衝撃によって軟弱土6と改質材7との混合が促進されるようになっている。   Then, the massively dropped modifier-supplied soft soil A1 collides with the auxiliary mixing accelerating collision plate portion 20, and the impact thereof promotes mixing of the soft soil 6 and the modifier 7 .

次に、このような混合装置3を使用した混合方法について説明する。尚、上述の実施例と同様の構成には同一の符号を付して説明する。   Next, a mixing method using such a mixing apparatus 3 will be described. The same components as those in the above-described embodiment will be described with the same reference numerals.

まず、土運船9にて運搬された浚渫土等の軟弱土6の含水比を事前に計測した上で、含水比調節手段により加水する等して、軟弱土6を製鋼スラグ等の改質材7との混合に適した状態、適度な粘性及び流動性を有する状態(製鋼スラグの場合には、軟弱土6の含水比が液性限界の1.2〜1.8倍、シリンダフロー試験(NEXCO 試験法 313)のフロー値が85〜250mm)となるように調整する。   First, after measuring the water content ratio of soft soil 6 such as dredged soil transported by soil transport ship 9 in advance, the soft soil 6 is reformed such as steel slag by adding water by the water content ratio adjusting means. In a state suitable for mixing with the material 7, a state having appropriate viscosity and fluidity (in the case of steelmaking slag, the water content ratio of the soft soil 6 is 1.2 to 1.8 times the liquid limit, cylinder flow test Adjust so that the flow value of (NEXCO test method 313) is 85 to 250 mm.

次に、含水比が調整された軟弱土6をバックホウ8等により揚土し、それを軟弱土供給用ホッパ11に投入する。   Next, the soft soil 6 whose water content ratio is adjusted is lifted by the backhoe 8 or the like, and is put into the soft soil supply hopper 11.

軟弱土供給用ホッパ11に投入された軟弱土6は、一定量毎に切り出されて最上流のベルトコンベア10に投入され、ベルトコンベア10上を均された状態で移送される。   The soft soil 6 fed into the soft soil feeding hopper 11 is cut out every predetermined amount, fed into the uppermost stream belt conveyor 10, and transported in a leveled state on the belt conveyor 10.

そして、この移送される一定量の軟弱土6に改質材供給手段12より所定の比率で製鋼スラグ等の改質材7を供給する。即ち、製鋼スラグ等の改質材7をフィーダにより一定量毎に切り出し、それを改質材供給用ベルトコンベア14でベルトコンベア10上に順次移送し、軟弱土6上に所定の比率で供給する。   Then, a modifier 7 such as steelmaking slag is supplied to the fixed amount of soft soil 6 transferred from the modifier supply means 12 at a predetermined ratio. That is, the modifying material 7 such as steelmaking slag is cut out by a feeder for every fixed amount, and it is sequentially transferred onto the belt conveyor 10 by the modifying material supply belt conveyor 14 and supplied onto the soft soil 6 at a predetermined ratio. .

そして、この製鋼スラグ等の改質材7が供給された軟弱土6(改質材供給済み軟弱土A)をベルトコンベア10,4間の乗継ぎ部を利用して所定の落下高さ(1m〜4m)から落下混合させ、製鋼スラグ等の改質材7と軟弱土6とを混合する(1回目混合)。   Then, the soft soil 6 (soft soil A with reformed material supply) to which the modifier 7 such as steelmaking slag is supplied is made to have a predetermined drop height (1 m) using the transfer section between the belt conveyors 10 and 4 The mixture is dropped from ̃4 m) and mixed, and the modifier 7 such as steelmaking slag and the soft soil 6 are mixed (first mixing).

次に、改質材供給済み軟弱土Aをベルトコンベア4上で移送し、ベルトコンベア4の排出側端部4aより混合促進手段5に向けて落下させ、混合促進手段5の混合促進衝突部30に衝突させる(2回目混合)。   Next, the modifier-supplied soft soil A is transferred on the belt conveyor 4 and dropped from the discharge side end 4 a of the belt conveyor 4 toward the mixing promoting means 5, and the mixing promoting collision part 30 of the mixing promoting means 5. Make a collision (2nd mixing).

その際、軟弱土6が混合に適した含水比(液性限界wLの1.2〜1.8倍)に調整され、軟弱土6が適度な粘性及び流動性を備えることにより、落下の際のエネルギを活用した混合効果とともに、混合促進衝突部30に衝突した際の衝撃による製鋼スラグ等の改質材7の軟弱土6へののめり込みによる混合作用によって製鋼スラグ等の改質材7と軟弱土6とが混合される。   At that time, the soft soil 6 is adjusted to a water content ratio (1.2 to 1.8 times the liquid limit wL) suitable for mixing, and the soft soil 6 has appropriate viscosity and fluidity so that it can be dropped. Of the modifier 7 such as steelmaking slag by the impact when it collides with the mixing promotion collision section 30 and the mixing action by the penetration into soft soil 6 of the modifier 7 such as steelmaking slag etc. Soil 6 is mixed.

また、混合促進衝突部30に落下した改質材供給済み軟弱土Aは、何れか一方の内側傾斜面31,31に衝突した際、製鋼スラグ等の改質材7と軟弱土6とが内側傾斜面31,31より受ける反発力による混合作用によって混合されるとともに、反発力によって他方の内側傾斜面31,31に衝突し、同様に混合される。   In addition, when the soft soil A supplied with modifier falls to the mixing promotion collision portion 30 collides with either of the inner inclined surfaces 31, 31, the modifier 7 such as steel slag and the soft soil 6 are inside. While mixing by the mixing action by the repulsive force received from the inclined surfaces 31, 31, it collides with the other inner inclined surfaces 31, 31 by the repulsive force, and is similarly mixed.

そして、改質材供給済み軟弱土Aは、内側傾斜面31,31との衝突を繰り返しながら、溝状の混合促進衝突部30の底部下端側に移動し、そこで止められる。   Then, the modifier-supplied soft soil A moves to the lower end side of the bottom portion of the groove-like mixing promotion collision portion 30 while being repeatedly collided with the inner inclined surfaces 31, 31, and is stopped there.

その後、混合促進衝突部30の底部下端側に移動した改質材供給済み軟弱土Aは、混合促進衝突部30の底部下端側に留まって集合し、混合促進衝突部30の底部下端側の改質材供給済み軟弱土Aが一定量に達すると、押し出されて塊状となって投下先である運搬用の土運船2に落下する。   Thereafter, the modifier-supplied soft soil A which has moved to the lower end side of the bottom of the mixing promotion collision portion 30 remains at the bottom end side of the bottom of the mixing promotion collision portion 30 and gathers. When the material-supplied soft soil A reaches a certain amount, it is pushed out and formed into a lump, and falls onto the earth transportation boat 2 for transportation, which is a dropping destination.

混合促進衝突部30の底部下端側より押し出され塊状となって落下した改質材供給済み軟弱土A1は、補助混合促進用衝突板部20に衝突する(3回目混合)。   The modifier-supplemented soft soil A1 pushed out from the lower end side of the bottom portion of the mixing promotion collision portion 30 and dropped in a lump collides with the collision plate portion 20 for auxiliary mixing promotion (third mixing).

そして、落下の際のエネルギを活用した混合効果とともに、補助混合促進用衝突板部20に衝突した際の衝撃による製鋼スラグ等の改質材7の軟弱土6へののめり込みによる混合作用とともに、製鋼スラグ等の改質材7と軟弱土6とが補助混合促進用衝突板部20より受ける反発力による混合作用によって製鋼スラグ等の改質材7と軟弱土6とが混合される。   And with the mixing effect utilizing the energy at the time of falling, the mixing action by the penetration of the modifier 7 such as steelmaking slag into the soft soil 6 by the impact when it collides with the collision plate portion 20 for auxiliary mixing promotion The modifier 7 such as steelmaking slag and the soft soil 6 are mixed by the mixing action by the repulsive force that the modifier 7 such as slag and the soft soil 6 receive from the collision plate portion 20 for auxiliary mixing promotion.

その際、改質材供給済み軟弱土Aは、内側傾斜面31,31間で衝突を繰り返した後、混合促進衝突部30の底部下端側に受け止められ、塊状A1となって落下するので、混合促進衝突部30を経ずに落下した場合と比べてより高い混合促進効果を得ることができる。   At that time, the modifier-supplied soft soil A repeatedly collides between the inner inclined surfaces 31, 31 and then is received by the lower end side of the bottom portion of the mixing promotion colliding portion 30 and drops as a lump A1, A higher mixing promotion effect can be obtained as compared to the case of dropping without passing through the promotion collision part 30.

これによって、複数回(計3回)の落下混合が繰り返され、軟弱土6に所定の比率で製鋼スラグ等の改質材7が混合された改質土Bが生成され、該生成された改質土Bが土運船2の貯留部21に順次貯留される。   As a result, the drop mixing is repeated a plurality of times (total 3 times), and the modified soil B in which the soft earth 6 is mixed with the modifying material 7 such as steelmaking slag at a predetermined ratio is generated, The soil B is sequentially stored in the storage unit 21 of the earth transportation vessel 2.

このように構成された混合装置3は、ベルトコンベア4から排出された改質材供給済み軟弱土Aが混合促進衝突部30に向けて落下し、内側傾斜面31,31に衝突することで混合が促進されるとともに、内側傾斜面31,31での衝突を繰り返した後、混合促進衝突部30の底部下端側に受け止められて一時的に貯留され、その状態から集合して塊状A1をなした後、投入先に落下する。   In the mixing device 3 configured as described above, the soft soil A supplied with the modifier material discharged from the belt conveyor 4 falls toward the mixing promotion collision portion 30, and collides with the inner inclined surfaces 31, 31 to perform mixing. After being repeatedly collided with the inner inclined surfaces 31, 31 and then received at the lower end side of the bottom of the mixing promotion collision portion 30 and temporarily stored, and aggregate from that state to form a lump A1 After, it falls to the loading place.

よって、この混合装置3では、混合促進衝突部30を有する混合促進手段5を用いることによって、改質材供給済み軟弱土A1が塊状で3回目の落下混合に向けて投下されるので、土運船2に設置された簡易的な補助混合促進用衝突板部20による落下混合効果を高めることができ、海上施工や海中投入の場合のように複数の落下混合回数を確保し難い状況にあっても土運船2に設置された簡易的な補助混合促進手段によって落下混合の機会を確保することができる。   Therefore, in the mixing device 3, the soft soil A1 supplied with the modifier is dumped in a lump for the third drop mixing by using the mixing promoting means 5 having the mixing promoting collision part 30, so The falling mixing effect by the simple auxiliary mixing promoting collision plate portion 20 installed on the ship 2 can be enhanced, and it is difficult to secure a plurality of falling mixing times as in the case of marine construction or subsea loading Also by the simple auxiliary mixing promotion means installed in the earth transportation vessel 2, the opportunity of falling mixing can be secured.

尚、図4及び図5は、ベルトコンベア4より直接投入先へ改質材供給済み軟弱土Aを落下させた場合と本願発明を使用した場合との効果を比較した実験の結果を示している。   FIGS. 4 and 5 show the results of experiments comparing the effects of the case where the soft soil A supplied with the modifier is dropped directly from the belt conveyor 4 to the charging destination and the case of using the present invention. .

当該実験は、軟弱土6を含水比200%(液性限界115%)、製鋼スラグ添加量30vol%に調整し、ベルトコンベア10,4間の乗り継ぎ部落下高さを2m、落下高さHを4.5m、高さd1およびd2をそれぞれ2mとし、材令28日の供試体20本の一軸圧縮強度を比較することにより混合促進手段5による効果を確認した。   In the experiment, the soft soil 6 was adjusted to a water content ratio of 200% (liquid limit 115%), and the amount of steelmaking slag added was 30 vol%, and the drop height of the junction between the belt conveyors 10 and 4 was 2 m, and the drop height H was The effects of the mixing promoting unit 5 were confirmed by comparing the uniaxial compressive strengths of 20 test pieces of 28 days old with 4.5 m and heights d1 and d2 of 2 m, respectively.

その結果、図4に示すように、本願発明を使用した場合に混合促進手段5を用いない場合よりも一軸圧縮強さが大きくなることが確認された。   As a result, as shown in FIG. 4, it was confirmed that the uniaxial compression strength is higher when the present invention is used than when the mixing promoting means 5 is not used.

尚、混合促進手段5の態様は、上述の実施例に限定されず、図6に示すように、複数の混合促進用衝突部30,30…が平行に配置され蛇腹状に形成されているものであってもよい。この場合、幅広のベルトコンベア4から改質材供給済み軟弱土Aが供給される場合にも対応することができる。   The mode of the mixing promoting means 5 is not limited to the above-mentioned embodiment, and as shown in FIG. 6, a plurality of mixing promoting collision parts 30, 30... Are arranged in parallel and formed in a bellows shape It may be In this case, it is possible to cope with the case where the soft soil A with a modifier supplied is supplied from the wide belt conveyor 4.

また、上述の実施例では、リクレーマ船1を用いた場合について説明したが、本願発明は、このような構成に限定されず、例えば、地上に設置される複数のベルトコンベア4の各乗り継ぎ部にそれぞれ混合促進手段5を設けるようにしてもよい。   Moreover, although the above-mentioned Example demonstrated the case where the reclaimer ship 1 was used, this invention is not limited to such a structure, For example, each connecting part of several belt conveyors 4 installed on the ground The mixing promoting means 5 may be provided respectively.

また、本発明に係る混合装置の各構成は、適宜変更し得るものであり、例えば、製鋼スラグ上に軟弱土を投入することによって軟弱土に製鋼スラグを供給するようにしてもよい。   In addition, each configuration of the mixing device according to the present invention can be appropriately changed, and for example, the steelmaking slag may be supplied to the soft soil by throwing the soft soil onto the steelmaking slag.

また、上述の実施例では、改質材7として製鋼スラグを例に説明したが、改質材7は製鋼スラグに限定されない。   Moreover, in the above-mentioned Example, although steelmaking slag was demonstrated as an example as the modifier 7, the modifier 7 is not limited to steelmaking slag.

また、上述の実施例では、ベルトコンベア4の投下先に土運船2が配置され、土運船2の貯泥部に補助混合促進用衝突板部を有する補助混合促進手段20を備えた場合について説明したが、補助混合促進手段20を経ずに土運船2の貯泥部21に直接投下させてもよい。   Further, in the above-described embodiment, when the earth transporting ship 2 is disposed at the discharge destination of the belt conveyor 4 and the mud storage portion of the earth transporting ship 2 is provided with the auxiliary mixing promoting means 20 having the collision plate portion for auxiliary mixing promotion. However, it may be dropped directly on the mud part 21 of the earth transporting ship 2 without passing through the auxiliary mixing promoting means 20.

その際、一定量の改質土Bが貯留された貯泥部21に混合促進手段5を経た改質材供給済み軟弱土A1を投下させることによって、落下の衝撃により軟弱土6が既存の改質土Bの上層部と混合されるとともに、軟弱土6よりも比重の大きい改質材7が貯泥部21内の改質土B中に拡散する。   At that time, the soft soil 6 is changed by the impact of falling by dropping the soft soil A1 supplied with the modifier through the mixing promoting means 5 into the mud part 21 where a fixed amount of the modified soil B is stored. While being mixed with the upper layer of the soil B, the modifier 7 having a specific gravity larger than that of the soft soil 6 diffuses into the soil B in the mud portion 21.

そして、新たな改質材供給済み軟弱土A1が順次投下され、この過程が繰り返されることによって軟弱土6と改質材7とが満遍なく拡散し混合される。   Then, new modifier-supplied soft soil A1 is sequentially dropped, and by repeating this process, soft soil 6 and modifier 7 are evenly diffused and mixed.

さらに、上述の実施例では、ベルトコンベア4の投下先を土運船2とした場合について説明したが、投入先は土運船に限定されず、例えば、投下先を法肩手前の地面とし、法面を流下させて改質土を埋立地に投入するようにしたものであってもよい。   Furthermore, in the above-mentioned embodiment, although the case where the discharge destination of the belt conveyor 4 was set to the earth transportation boat 2 was explained, the input destination is not limited to the earth transportation ship, for example, the discharge destination is the ground in front of the shoulder. It may be made to pour down the slope and put the modified soil into the landfill.

その場合、上述の実施例と同様に、法肩手前の地面に所定の角度に傾けて設置された補助混合促進用衝突板部を有する補助混合促進手段を備え、補助混合促進用衝突板部に塊状の改質材供給済み軟弱土を衝突させ、混合促進された改質土が法肩を超えて法面を流下するようにする。   In that case, as in the above embodiment, the auxiliary mixing promoting means having the auxiliary mixing promoting collision plate portion installed at a predetermined angle on the ground near the shoulder is provided with the auxiliary mixing promotion collision plate portion. Impact the massive modifier-supplied soft soil so that the mixing-promoted modified soil flows down the slope over the shoulder.

1 揚土船(リクレーマ船)
2 土運船
3 混合装置
4 ベルトコンベア
5 混合促進手段
6 軟弱土
7 改質材(製鋼スラグ)
8 バックホウ
9 土運船
10 ベルトコンベア
11 軟弱土供給用ホッパ
12 改質材供給手段
13 ホッパ
14 改質材供給用ベルトコンベア
17 設置用部材
20 補助混合促進用衝突板部
21 貯泥部
30 混合促進衝突部
31 内側傾斜面
1 Earth unloading vessel (reclaimer vessel)
2 Earth Transport Vessel 3 Mixing Device 4 Belt Conveyor 5 Mixing Aid Means 6 Soft Soil 7 Modified Material (Steelmaking Slag)
DESCRIPTION OF SYMBOLS 8 backhoe 9 soil transportation ship 10 belt conveyor 11 hopper for soft soil supply 12 modifier supply means 13 hopper 14 belt conveyor 17 for modification material supply installation member 20 collision board part 21 for auxiliary mixing promotion 21 mud part 30 mixing promotion Collision part 31 inside inclined surface

Claims (5)

排出側端部が投下先の上面より所望の落下高さ分だけ高くなるように設置されたベルトコンベアを備え、軟弱土に所定の比率で改質材が供給された改質材供給済み軟弱土を前記ベルトコンベアより投下させ、前記軟弱土と前記改質材との混合を促進するようにした軟弱土の混合装置において、
前記ベルトコンベアの投下側端部下に前記ベルトコンベアの投下側端部及び前記投下先よりそれぞれ一定の距離を隔てて配置された混合促進手段を備え、
前記混合促進手段は、底側に傾いた内側傾斜面を有し、底側の幅が狭い溝状の混合用衝突部を備え、該混合用衝突部が溝方向を所定の角度に傾けて配置され、
前記ベルトコンベアの排出側端部より順次投下された前記改質材供給済み軟弱土が前記混合促進用衝突部に衝突するとともに、該改質材供給済み軟弱土が前記内側傾斜面に反発し、前記混合促進用衝突部の底側に集約され、塊状となって前記落下先に落下するようにしたことを特徴としてなる軟弱土の混合装置。
The soft soil is provided with a belt conveyor installed so that the discharge side end is higher than the upper surface of the dropping destination by a desired drop height, and the soft soil is supplied with the modifier at a predetermined ratio, and the soft soil is supplied with the soft soil. In a mixing apparatus for soft soil, wherein the mixing of the soft soil and the modifier is promoted by
The apparatus further comprises a mixing promoting means disposed below the discharge side end of the belt conveyor at a predetermined distance from the discharge side end of the belt conveyor and the discharge destination, respectively.
The mixing promoting means has a groove-shaped mixing collision portion having an inner inclined surface inclined to the bottom side and a narrow width on the bottom side, and the mixing collision portion is disposed with the groove direction inclined at a predetermined angle. And
The soft soil supplied with modifying material sequentially dropped from the discharge side end of the belt conveyor collides with the collision promoting portion for mixing promotion, and the soft soil supplied with modifying material repels the inner inclined surface, A mixing apparatus for soft soil characterized in that it is collected on the bottom side of the mixing promoting collision part, and is dropped in a lump as the dropping destination.
前記混合促進手段は、複数の前記混合促進用衝突部が平行に配置され蛇腹状に形成されている請求項1に記載の軟弱土の混合装置。   The mixing device for soft soil according to claim 1, wherein the mixing promoting means is formed in a bellows-like shape by arranging a plurality of the mixing promoting collision parts in parallel. 前記ベルトコンベアの投下先にベルトコンベアを配置し、
該ベルトコンベアがその排出側端部が投下先の上面より所望の落下高さ分だけ高くなるように設置され、該排出側端部下に前記ベルトコンベアの投下側端部及び前記投下先よりそれぞれ一定の距離を隔てて前記混合促進手段が配置されている請求項1又は2に記載の軟弱土の混合装置。
A conveyor belt is disposed at the discharge end of the conveyor belt,
The belt conveyor is installed so that the discharge side end is higher than the upper surface of the discharge destination by the desired drop height, and is constant below the discharge side end of the belt conveyor from the discharge side end of the belt conveyor and the discharge destination. The mixing apparatus for soft soil according to claim 1 or 2, wherein the mixing promoting means is disposed at a distance of.
前記ベルトコンベアの投下先に土運船が配置され、
該土運船の貯泥部には、所定の角度に傾けて設置された補助混合促進用衝突板部を有する補助混合促進手段を備え、前記補助混合促進用衝突板部に前記塊状の改質材供給済み軟弱土が衝突するようにした請求項1〜3の何れか一に記載の軟弱土の混合装置。
A earth transportation vessel is placed at the discharge point of the belt conveyor,
The mud storage section of the earth transportation vessel is provided with auxiliary mixing promoting means having an auxiliary mixing promoting collision plate section installed at an inclination to a predetermined angle, and the lumps of reforming are formed on the auxiliary mixing promotion collision plate section. The mixing apparatus for soft soil according to any one of claims 1 to 3, wherein the soft soil for which the material supply is completed collides.
前記ベルトコンベアの投下先が法肩手前の地面であって、
該法肩手前の地面には、所定の角度に傾けて設置された補助混合促進用衝突板部を有する補助混合促進手段を備え、前記補助混合促進用衝突板部に前記塊状の改質材供給済み軟弱土が衝突するようにした請求項1〜3の何れか一に記載の軟弱土の混合装置。
The delivery point of the belt conveyor is the ground near the shoulder,
The ground near the shoulder is provided with auxiliary mixing promoting means having an auxiliary mixing promoting collision plate portion installed at an inclination to a predetermined angle, and the lumped reforming material supply to the auxiliary mixing promotion collision plate portion The mixing apparatus of the soft soil according to any one of claims 1 to 3, wherein the soft soil has a collision.
JP2017217143A 2017-11-10 2017-11-10 Soft soil mixing device Active JP6997425B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017217143A JP6997425B2 (en) 2017-11-10 2017-11-10 Soft soil mixing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017217143A JP6997425B2 (en) 2017-11-10 2017-11-10 Soft soil mixing device

Publications (2)

Publication Number Publication Date
JP2019085844A true JP2019085844A (en) 2019-06-06
JP6997425B2 JP6997425B2 (en) 2022-01-17

Family

ID=66762584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017217143A Active JP6997425B2 (en) 2017-11-10 2017-11-10 Soft soil mixing device

Country Status (1)

Country Link
JP (1) JP6997425B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110686373A (en) * 2019-08-27 2020-01-14 珠海格力电器股份有限公司 Control method of outdoor unit fan and air conditioner

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001182094A (en) * 1999-12-24 2001-07-03 Tohoku Regional Constr Bureau Moc Mixing treatment unit for soil material, soil material production device, soil material production system, and soil material production method
JP2014173284A (en) * 2013-03-07 2014-09-22 Penta Ocean Construction Co Ltd Mixing apparatus and method for mixing steel-making slag to soft soil
JP2014173285A (en) * 2013-03-07 2014-09-22 Penta Ocean Construction Co Ltd Mixing apparatus and method for mixing steel-making slag to soft soil
JP2016186167A (en) * 2015-03-27 2016-10-27 五洋建設株式会社 Modifier mixing method into soft soil

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001182094A (en) * 1999-12-24 2001-07-03 Tohoku Regional Constr Bureau Moc Mixing treatment unit for soil material, soil material production device, soil material production system, and soil material production method
JP2014173284A (en) * 2013-03-07 2014-09-22 Penta Ocean Construction Co Ltd Mixing apparatus and method for mixing steel-making slag to soft soil
JP2014173285A (en) * 2013-03-07 2014-09-22 Penta Ocean Construction Co Ltd Mixing apparatus and method for mixing steel-making slag to soft soil
JP2016186167A (en) * 2015-03-27 2016-10-27 五洋建設株式会社 Modifier mixing method into soft soil

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110686373A (en) * 2019-08-27 2020-01-14 珠海格力电器股份有限公司 Control method of outdoor unit fan and air conditioner
CN110686373B (en) * 2019-08-27 2021-02-12 珠海格力电器股份有限公司 Control method of outdoor unit fan and air conditioner

Also Published As

Publication number Publication date
JP6997425B2 (en) 2022-01-17

Similar Documents

Publication Publication Date Title
JP6210400B2 (en) Steelmaking slag mixing method for soft soil
CN102105607A (en) Tailing processing method
CN202241614U (en) Ingredient conveying device
CN103133033A (en) Mine phosphogypsum cemented fill slurrying process
US20160151933A1 (en) Apparatus and method for manufacturing high performance concrete capable of manufacturing high performance concrete through processes of inserting air into normal concrete and dissipating air
JP2019085844A (en) Soft soil mixing equipment
CN204398156U (en) A kind of construction site cement mixing equipment
JP2014173284A (en) Mixing apparatus and method for mixing steel-making slag to soft soil
JP2019085843A (en) Soft soil mixing equipment
JP6504499B2 (en) Modifier mixing method for soft soil
CN208050179U (en) A kind of stirring-type flotation cell
CN205572724U (en) Automatic feed device in building concrete mixing system
CN201244862Y (en) Horizontal type concrete mixer
CN202895477U (en) Mixing equipment of water stable mixing station
CN105665622A (en) Continuous sand mixer
JP5571219B1 (en) Shield excavation residual soil processing method and processing system
CN208183746U (en) It is a kind of for cover dig station pit concreting device for discharging
JP7185484B2 (en) Drop mixing method and system for cohesive soil and steel slag
Li et al. Impact and friction of bulk material on the blanking area in the middle trough of scraper machine
CN218844363U (en) Filling slurry preparation system suitable for steep mountain areas
CN213382285U (en) Stabilized soil mixing station
RU2774768C1 (en) Method for transporting rock mass from a quarry
CN102505612A (en) Discharge device at discharge port and asphalt stirring equipment
CN218195962U (en) Concrete product production system based on haydite
CN210061599U (en) Storage bin stirring building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200731

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20210430

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210512

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210625

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20211110

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20211203

R150 Certificate of patent or registration of utility model

Ref document number: 6997425

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150