JP5954655B2 - Steelmaking slag mixing method for soft soil - Google Patents

Steelmaking slag mixing method for soft soil Download PDF

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JP5954655B2
JP5954655B2 JP2012119201A JP2012119201A JP5954655B2 JP 5954655 B2 JP5954655 B2 JP 5954655B2 JP 2012119201 A JP2012119201 A JP 2012119201A JP 2012119201 A JP2012119201 A JP 2012119201A JP 5954655 B2 JP5954655 B2 JP 5954655B2
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soft soil
steelmaking slag
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JP2013245461A (en
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歩 松本
歩 松本
裕一 田中
裕一 田中
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Penta Ocean Construction Co Ltd
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Description

本発明は、浚渫土等の軟弱土に鉄鋼の精製過程で副産物として生じる製鋼スラグを混合させて軟弱土の強度を改良するに際し、混合手段による混合の前に一定量の軟弱土に所定の比率で製鋼スラグを混入する軟弱土に対する製鋼スラグ混入方法に関する。   The present invention improves the strength of soft soil by mixing steelmaking slag generated as a by-product in the refining process of steel with soft soil such as dredged soil, before mixing by a mixing means to a predetermined ratio to a certain amount of soft soil. The present invention relates to a steelmaking slag mixing method for soft soil mixed with steelmaking slag.

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混入させ、それを更に混合手段により混合させることにより軟弱土を強度改良し、それを港湾での埋立て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)。   Conventionally, steelmaking slag produced as a by-product in the process of steel refining is mixed with soft soil such as dredged soil, and further mixed with mixing means to improve the strength of the soft soil, which can be used as landfill materials at harbors, etc. A method for use as a civil engineering material has been proposed (see, for example, Patent Document 1, paragraph 0035).

この軟弱土に製鋼スラグを混入するには、ポンプやホッパ等を使用して一定量の軟弱土を順次ベルトコンベア上に切り出し、その搬送途中で切り出された軟弱土毎にフィーダより定量の製鋼スラグを供給して連続的に軟弱土に対し製鋼スラグを混入する方法(従来工法1)や、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により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ぜることにより一定量毎に軟弱土に製鋼スラグを混入する方法(従来工法2)等が知られている。   In order to mix steelmaking slag into this soft soil, a certain amount of soft soil is sequentially cut out on a belt conveyor using a pump, hopper, etc., and a certain amount of steelmaking slag is cut from the feeder for each soft soil cut out during the conveyance. Steelmaking slag is added at a predetermined ratio to a certain amount of soft soil introduced into a stirrer such as a mechanical mixer. Then, a method of mixing steelmaking slag into soft soil every predetermined amount by stirring it with a stirrer and forcibly mixing it (conventional method 2) is known.

特開2009−121167号公報JP 2009-121167 A

しかしながら、上述の如き従来工法1では、浚渫土等の軟弱土に製鋼スラグを混入する作業を連続的に行えて大規模施工に適している一方、軟弱土に対する製鋼スラグの混入作業のために専用のリクレーマ船(揚土船)等の設備を必要とし、作業船の船団構成も大がかりとなり、その分施工費用が嵩むという問題があり、また、ベルトコンベアを使用する為、含水比の高い軟弱土には適応が困難であるという問題があった。   However, in the conventional method 1 as described above, the work of mixing steelmaking slag into soft soil such as dredged soil can be performed continuously and suitable for large-scale construction, while it is dedicated for the work of mixing steelmaking slag with soft soil. Equipment such as a reclaimer ship (landing ship) is required, and the fleet composition of the work ship becomes large, and there is a problem that the construction cost increases accordingly. Moreover, since a belt conveyor is used, soft soil with a high water content ratio Had the problem of being difficult to adapt.

一方、上述の如き従来工法2では、軟弱土に好適に製鋼スラグが混入された高品質のスラグ混入土が得られる一方、作業効率が攪拌装置の能力に依存するために大規模施工の場合にはそれに対応した大型若しくは複数台の攪拌装置を使用せざるを得ずその分費用が嵩むという問題があった。   On the other hand, in the conventional method 2 as described above, high-quality slag-mixed soil in which steelmaking slag is suitably mixed with soft soil can be obtained, while the work efficiency depends on the ability of the stirrer, so that in the case of large-scale construction. However, there is a problem that a large size or a plurality of stirrers corresponding to it must be used, and the cost increases accordingly.

また、上述の如き事前の混入処理を経ずに軟弱土100と製鋼スラグ101とを、所定の比率で混合手段である空気圧送装置のホッパ等の貯留容器102に直接投入すると、十分に混合されていないために、図6に示すように、軟弱土100中の製鋼スラグ101の分布に偏りが生じ、貯留容器102内等で製鋼スラグ101が詰って閉塞を引き起こす虞があるとともに、埋立て材等の土木材料としての品質の低下を招く虞があった。   Further, when the soft soil 100 and the steelmaking slag 101 are directly put into a storage container 102 such as a hopper of a pneumatic feeding device which is a mixing means at a predetermined ratio without going through the above-described prior mixing process, the mixing is sufficiently performed. Therefore, as shown in FIG. 6, the distribution of the steelmaking slag 101 in the soft soil 100 is biased, and the steelmaking slag 101 may be clogged in the storage container 102 and the like, and may be clogged. There is a possibility that the quality of civil engineering materials such as the above may be deteriorated.

そこで本発明は、このような従来の問題に鑑み、大規模施工に対応可能で安価且つバランスよく軟弱土に製鋼スラグを混入することができる軟弱土に対する製鋼スラグ混入方法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 has been made for the purpose of providing a steelmaking slag mixing method for soft soil that can be applied to large-scale construction, and can mix steelmaking slag in soft soil in a low-cost and balanced manner. Is.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明の特徴は、貯留容器に投入される一定量の軟弱土に所定の比率で製鋼スラグを混入させる軟弱土に対する製鋼スラグ混入方法であって、事前混入容器を用いて前記一定量の軟弱土を所定量毎に分けて計量し、該計量した所定量の軟弱土毎に前記所定の比率をもって製鋼スラグを添加し、該製鋼スラグが添加された所定量の軟弱土をその上に製鋼スラグが滞留した状態で前記事前混入容器より順次前記貯留容器に投入することにより前記一定量の軟弱土中に製鋼スラグを分散して混入させることにある。 The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended purpose is that steelmaking slag is mixed at a predetermined ratio into a certain amount of soft soil introduced into a storage container. A method of mixing steelmaking slag with soft soil, wherein the predetermined amount of soft soil is divided into predetermined amounts using a premixed container, and the steelmaking is performed with the predetermined ratio for each of the measured predetermined amounts of soft soil. Adding a predetermined amount of soft soil to which the steelmaking slag has been added in a state where the steelmaking slag is retained on the predetermined amount of soft soil, It is to disperse and mix steelmaking slag.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記事前混入容器にバックホウのバケットを使用することにある。   According to a second aspect of the present invention, in addition to the configuration of the first aspect, a backhoe bucket is used for the pre-mixing container.

本発明に係る軟弱土に対する製鋼スラグ混入方法は、上述したように、貯留容器に投入される一定量の軟弱土に所定の比率で製鋼スラグを混入させる軟弱土に対する製鋼スラグ混入方法であって、事前混入容器を用いて前記一定量の軟弱土を所定量毎に分けて計量し、該計量した所定量の軟弱土毎に前記所定の比率をもって製鋼スラグを添加し、該製鋼スラグが添加された所定量の軟弱土をその上に製鋼スラグが滞留した状態で前記事前混入容器より順次前記貯留容器に投入することにより前記一定量の軟弱土中に製鋼スラグを分散して混入させることにより、リクレーマ船や機械式ミキサ等の事前混入設備を用いずに軟弱土中の製鋼スラグの分布を均一化させることができ、大規模施工においても効率よく且つ安価に軟弱土に対し製鋼スラグを混入することができ、混合手段による軟弱土と製鋼スラグとの混合を円滑に且つ安定した状態で行うことができるようにする。また、含水比の高い軟弱土にも適応することができる。 The steelmaking slag mixing method for soft soil according to the present invention, as described above, is a steelmaking slag mixing method for soft soil in which steelmaking slag is mixed at a predetermined ratio into a certain amount of soft soil charged into a storage container, The predetermined amount of soft soil was divided into predetermined amounts using a pre-mixed container, and steelmaking slag was added at the predetermined ratio for each of the measured predetermined amounts of soft soil, and the steelmaking slag was added. By dispersing and mixing steelmaking slag in the fixed amount of soft soil by sequentially introducing a predetermined amount of soft soil into the storage container from the premixing container in a state where the steelmaking slag is retained thereon, The distribution of steelmaking slag in soft soil can be made uniform without using premixing equipment such as a reclaimer ship or mechanical mixer, and steelmaking slurries can be efficiently and inexpensively applied to soft soil even in large-scale construction. It can be mixed, to be able to perform the mixing of the soft soil by mixing means with steelmaking slag smoothly and stably. It can also be applied to soft soil with a high water content.

また、本発明において、前記事前混入容器にバックホウのバケットを使用することにより、貯留容器への投入作業の際の落下エネルギによる混合作用により軟弱土に対し製鋼スラグを好適に混入することができる。   Further, in the present invention, by using a backhoe bucket in the pre-mixing container, steelmaking slag can be suitably mixed into soft soil due to the mixing action due to the drop energy during the charging operation into the storage container. .

本発明に係る軟弱土に対する製鋼スラグ混入方法の各工程の状態の概略を示す側面図であって、(a)は軟弱土計量工程、(b)は製鋼スラグ添加工程、(c)は貯留容器への投入工程を示す。BRIEF DESCRIPTION OF THE DRAWINGS It is a side view which shows the outline of the state of each process of the steelmaking slag mixing method with respect to the soft soil which concerns on this invention, Comprising: (a) is a soft earth measurement process, (b) is a steelmaking slag addition process, (c) is a storage container. The charging process is shown. 本発明方法により製鋼スラグが混入された軟弱土の状態の概略を示す断面図である。It is sectional drawing which shows the outline of the state of the soft soil in which the steelmaking slag was mixed by the method of this invention. 本発明方法の効果確認試験におけるケース1の軟弱土投入方法の概略を示す側面図である。It is a side view which shows the outline of the soft soil injection | throwing-in method of case 1 in the effect confirmation test of this invention method. 同上のケース2〜ケース4の軟弱土投入方法の概略を示す側面図である。It is a side view which shows the outline of the soft soil injection | throwing-in method of case 2-case 4 same as the above. 同上のケース5及びケース6の軟弱土投入方法の概略を示す側面図である。It is a side view which shows the outline of the soft soil injection | throwing-in method of case 5 and case 6 same as the above. 貯留容器に軟弱土と製鋼スラグとを交互に直接投入した場合の軟弱土中の製鋼スラグの分布状態を示す断面図である。It is sectional drawing which shows the distribution state of the steelmaking slag in a soft soil when a soft soil and steelmaking slag are directly injected into the storage container alternately.

次に、本発明に係る軟弱土に対する製鋼スラグ混入方法の実施の態様を図1〜図2に示した実施例に基づいて説明する。尚、図1は本発明方法の施工手順の一例を示し、図中符号1は浚渫土等の軟弱土を運搬する土運船、符号2は製鋼スラグを運搬するスラグ運船、符号3は空気圧送装置4を備えた空気圧送船である。   Next, an embodiment of the steelmaking slag mixing method for soft soil according to the present invention will be described based on the embodiment shown in FIGS. FIG. 1 shows an example of the construction procedure of the method of the present invention. In the figure, reference numeral 1 is an earth transport ship for transporting soft soil such as dredged soil, reference numeral 2 is a slag ship for transporting steelmaking slag, and reference numeral 3 is an air pressure. It is a pneumatic ship equipped with a feeding device 4.

空気圧送装置4は、軟弱土と製鋼スラグとを混合する混合手段の一例であって、土運船1より揚土された一定量の軟弱土5に所定の比率で製鋼スラグ8を混入させたスラグ混入土をホッパ等の貯留容器6に一時的に貯留させ、その貯留容器6に貯留されたスラグ混入土を搬送管7に順次供給するとともに、空気圧送管より連続的に高圧縮空気を搬送管7内に送り込むことにより貯留容器6から搬送管7内に送り込まれたスラグ混入土を空気部分で挟んだ多数の塊状のプラグとして移動させ、搬送管7内で発生するプラグ流による乱流効果によって軟弱土と製鋼スラグとを空気圧送中に攪拌混合し、その混合材料を連続的にトレミー管等に供給するようになっている。   The pneumatic feeder 4 is an example of a mixing unit that mixes soft soil and steelmaking slag, and steelmaking slag 8 is mixed at a predetermined ratio into a certain amount of soft soil 5 unearthed from the soil carrier 1. The slag-mixed soil is temporarily stored in a storage container 6 such as a hopper, and the slag-mixed soil stored in the storage container 6 is sequentially supplied to the transport pipe 7 and continuously transports high compressed air from the pneumatic feed pipe. The turbulent flow effect caused by the plug flow generated in the transport pipe 7 is caused by moving the slag-mixed soil sent from the storage container 6 into the transport pipe 7 as a large number of plugs sandwiched by the air portion. Thus, the soft soil and the steelmaking slag are agitated and mixed during pneumatic feeding, and the mixed material is continuously supplied to a tremy tube or the like.

軟弱土5に対する製鋼スラグ8の混入は、軟弱土5を土運船1より揚土し、それを貯留容器6に投入する過程、即ち混合手段による混合の事前段階において行われ、貯留容器6に投入される一定量の軟弱土に所定の比率で製鋼スラグ8を混入し、スラグ混入土の体積に対する製鋼スラグの体積の割合が20〜35体積%となるようにしている。   The mixing of the steelmaking slag 8 with the soft soil 5 is carried out in the process of unloading the soft soil 5 from the earth carrier 1 and putting it into the storage container 6, that is, in the preliminary stage of mixing by the mixing means. The steelmaking slag 8 is mixed at a predetermined ratio into a certain amount of soft soil to be introduced so that the ratio of the volume of the steelmaking slag to the volume of the slag-mixed soil is 20 to 35% by volume.

尚、軟弱土5は、搬送管7内を移動するために充分な流動性を有することを要し、必要に応じて土運船1内の揚土部分に注水し含水比を調整する。   In addition, the soft soil 5 needs to have sufficient fluidity to move in the transport pipe 7, and the water content is adjusted by pouring water into the unloading portion in the soil carrier 1 as necessary.

本発明に係る軟弱土に対する製鋼スラグ混入方法は、先ず、図1(a)に示すように、事前混入容器9を用いて一定量の軟弱土を所定量毎に分けて計量し、次に、図1(b)に示すように、その計量した所定量の軟弱土5a毎に所定の比率で製鋼スラグ8aを添加し、そして、図1(c)に示すように、事前混入容器9よりその製鋼スラグが添加された所定量の軟弱土10を貯留容器6に投入し、図1(a)〜図1(c)に示す作業を貯留容器6内の軟弱土5が一定量に達するまで繰り返し、製鋼スラグが添加された所定量の軟弱土10を複数回に分けて順次貯留容器6に投入することにより一定量の軟弱土5に所定の比率で製鋼スラグ8を混入するようになっている。   In the steelmaking slag mixing method for soft soil according to the present invention, first, as shown in FIG. 1 (a), a predetermined amount of soft soil is divided into predetermined amounts using a pre-mixing container 9, and then, As shown in FIG. 1 (b), the steelmaking slag 8a is added at a predetermined ratio for each measured predetermined amount of soft soil 5a, and as shown in FIG. A predetermined amount of soft soil 10 to which steelmaking slag has been added is charged into the storage container 6, and the operations shown in FIGS. 1 (a) to 1 (c) are repeated until the soft soil 5 in the storage container 6 reaches a certain amount. The steelmaking slag 8 is mixed into the fixed amount of soft soil 5 at a predetermined ratio by dividing the predetermined amount of soft soil 10 to which the steelmaking slag has been added into the storage container 6 in a plurality of times. .

事前混入容器9には、例えば、バックホウ11のバケットを使用し、土運船1内の軟弱土5をバケット9で掬うことにより所定量、即ち一回当たりの最適な軟弱土5の投入量を計量するようになっている。   For example, a bucket of a backhoe 11 is used as the pre-mixing container 9, and a predetermined amount, that is, an optimum amount of the soft soil 5 per time, is obtained by squeezing the soft soil 5 in the earth transport ship 1 with the bucket 9. It is designed to measure.

この事前混入容器(バケット)9の容積、即ち投入される軟弱土5aの所定量は、事前に実験で求めた貯留容器6の容積に対する最適な所定量の比率に基づき決定され、その比率は、(所定量/貯留容器容積)=0.03〜0.07となっている。   The volume of the premixed container (bucket) 9, that is, the predetermined amount of the soft soil 5 a to be charged is determined based on the ratio of the optimal predetermined amount to the volume of the storage container 6 obtained in advance by experiment, and the ratio is (Predetermined amount / storage container volume) = 0.03 to 0.07.

一方、この事前混入容器9を用いて計量された所定量の軟弱土5aに所定の比率で製鋼スラグ8aを添加するには、計量手段により所定量の軟弱土5aに対する所定の添加量を計量し、計量された分を事前混入容器9内の軟弱土5a上に投入する。   On the other hand, in order to add the steelmaking slag 8a at a predetermined ratio to a predetermined amount of soft soil 5a measured using the pre-mixed container 9, a predetermined addition amount to the predetermined amount of soft soil 5a is measured by a measuring means. The measured amount is put on the soft soil 5a in the pre-mixing container 9.

計量手段には、所定の比率に対応した量毎に排出可能な計量ホッパやフィーダを用いてもよく、また、事前混入容器9に対する容積比が所定の比率と同じ比率である計量容器12を用いて計量するようにしてもよい。尚、計量容器12としてバックホウ13のバケットを使用でき、その場合、スラグ運船2内の製鋼スラグ8をバケット12で掬って計量し、それを直接事前混入容器9に投入することができる。   The weighing means may be a weighing hopper or a feeder that can be discharged for each quantity corresponding to a predetermined ratio, and a weighing container 12 whose volume ratio to the premixed container 9 is the same as the predetermined ratio. May be weighed. In addition, the bucket of the backhoe 13 can be used as the measurement container 12, and in that case, the steelmaking slag 8 in the slag ship 2 can be crushed with the bucket 12 and can be directly put into the premixing container 9.

このように、事前混入容器9を用いて計量された所定量の軟弱土5a毎に所定の比率で製鋼スラグ8aを添加し、その事前混入容器9を貯留容器6上で傾けると、軟弱土5a上に製鋼スラグ8aが滞留した状態で貯留容器6内に落下し、その落下エネルギによる混合作用により製鋼スラグ8aが軟弱土5a内に分散する。   Thus, when the steelmaking slag 8a is added at a predetermined ratio for each predetermined amount of soft soil 5a measured using the premixed container 9, and the premixed container 9 is tilted on the storage container 6, the soft soil 5a The steelmaking slag 8a is dropped in the storage container 6 in a state where the steelmaking slag 8a stays thereon, and the steelmaking slag 8a is dispersed in the soft soil 5a by the mixing action by the dropping energy.

そして、図1(a)〜図1(c)の作業を繰り返すことにより、図2(a)に示すように、貯留容器6内に軟弱土5aに所定の比率で製鋼スラグ8aが分散して混入された塊が順次堆積されることにより、図2(b)に示すように、一定量の軟弱土5内に製鋼スラグ8が所定の比率で且つ製鋼スラグ8が分散して分布した状態に混入される。   And by repeating the operation | work of Fig.1 (a)-FIG.1 (c), as shown to Fig.2 (a), the steelmaking slag 8a is disperse | distributed by the predetermined ratio to the soft soil 5a in the storage container 6. FIG. By sequentially depositing the mixed lump, as shown in FIG. 2B, the steelmaking slag 8 is distributed at a predetermined ratio and the steelmaking slag 8 is distributed and distributed in a certain amount of soft soil 5. It is mixed.

このように製鋼スラグ8が一定量の軟弱土5中に分散して分布することにより、スラグ混入土が好適な流動性を発揮することができ、混合手段を構成するホッパやフィーダ等の貯留容器6内や空気圧送装置4の搬送管7内で詰まることがなく搬送管等の閉塞が生じ難くなり、混合手段による軟弱土5と製鋼スラグ8との混合を円滑に行うことができる。   In this way, the steelmaking slag 8 is dispersed and distributed in a certain amount of soft soil 5, so that the slag-mixed soil can exhibit suitable fluidity, and storage containers such as hoppers and feeders constituting the mixing means. 6 and the transfer pipe 7 of the pneumatic feeder 4 are not clogged, and the transfer pipe or the like is not easily blocked, and the soft soil 5 and the steelmaking slag 8 can be smoothly mixed by the mixing means.

また、貯留容器6に貯留された一定量の軟弱土5中に製鋼スラグ8が分散して分布することにより、空気圧送装置4等の混合手段による軟弱土5と製鋼スラグ8との混合に際し、混合手段に軟弱土と製鋼スラグとの配合バランスが安定したスラグ混入土が供給されるので高品質の混合材料とすることができる。   In addition, when the steelmaking slag 8 is dispersed and distributed in a certain amount of soft soil 5 stored in the storage container 6, the soft soil 5 and the steelmaking slag 8 are mixed by the mixing means such as the pneumatic feeder 4. Since the mixing means is supplied with slag-mixed soil having a stable blending balance between soft soil and steelmaking slag, a high-quality mixed material can be obtained.

更には、上述の従来例のようにリクレーマ船や攪拌装置等の専用の事前混合設備を必要とせず、土運船1より揚土し、それを貯留容器6に投入する過程において製鋼スラグの混入を行えるので施工効率が良く、施工費用が抑えられる。   Furthermore, unlike the above-described conventional example, a special premixing facility such as a reclaimer ship or a stirring device is not required, and steelmaking slag is mixed in the process of unloading the soil from the ship 1 and putting it into the storage container 6. The construction efficiency is good and the construction cost can be reduced.

尚、上述の実施例では、本発明方法を空気圧送船による空気圧送工法に利用した例について説明したが、本発明方法は、他の混合手段を用いる場合の軟弱土に対する製鋼スラグ混入にも適用することができる。   In the above-mentioned embodiment, the example in which the method of the present invention is used for the pneumatic feeding method by the pneumatic boat is described. However, the method of the present invention is also applicable to steelmaking slag mixing with soft soil when using other mixing means. can do.

次に、本発明に係る軟弱土に対する製鋼スラグの混入方法の効果を確認するために行った実験について説明する。尚、上述の実施例と同様の構成には同一符号を付して説明する。   Next, the experiment conducted in order to confirm the effect of the mixing method of the steelmaking slag with respect to the soft soil based on this invention is demonstrated. In addition, the same code | symbol is attached | subjected and demonstrated to the structure similar to the above-mentioned Example.

本実験は、貯留容器6として空気圧送船3に搭載された空気圧送装置4を構成するホッパを想定し、貯留容器6への軟弱土及び製鋼スラグの投入方法又は貯留容器容積(一定量の軟弱土)に対する事前混入容器容積の比率の異なる各ケース(ケース1〜ケース6)についてスラグ混入土の状態を評価することにより行う。
(1)実験装置
貯留容器(ホッパ)の容積は、実際に使用される空気圧送装置のホッパの約1/100の縮尺とし、1.72立方メートルとした。
(2)実験材料
以下の(イ)(ロ)に示す軟弱土及び製鋼スラグを使用し、(ハ)に示す比率のスラグ混入土を生成する。
(イ)軟弱土
湿潤密度1.61g/立方センチメートル、含水比53.4%、液性限界53.9%
(ロ)製鋼スラグ
粒径25mm以下、表乾密度2.95g/立方センチメートル
(ハ)スラグ混入土
軟弱土:製鋼スラグ=75:25(体積比)
(3)実験方法
表1に示す条件で貯留容器(ホッパ)に一定量の軟弱土及び製鋼スラグを投入した後、ホッパの排出口よりスラグ混入土を排出させ、ケース毎にスラグ混入土の排出状態を目視により確認するとともに、排出されたスラグ混入土を各ケースに関し排出時期(前半、中間、後半)毎に10Lの検体を4回(計12検体)採取し、各検体の湿潤密度を測定するとともに、各検体の軟弱土中の製鋼スラグを2mm篩を用いて洗い出した後に乾燥させてその重量を計測する。
This experiment assumes a hopper constituting the pneumatic feeder 4 mounted on the pneumatic vessel 3 as the storage container 6, and inputs the soft soil and steelmaking slag into the storage container 6 or the storage container volume (a certain amount of softness). For each case (case 1 to case 6) having a different ratio of the premixed container volume to the soil), the state of the slag mixed soil is evaluated.
(1) Experimental apparatus The volume of the storage container (hopper) was set to about 1/100 of the hopper of the pneumatic feeding apparatus actually used, and was set to 1.72 cubic meters.
(2) Experimental material Using the soft soil and steelmaking slag shown in (b) and (b) below, slag-mixed soil in the ratio shown in (c) is generated.
(I) Soft soil wet density 1.61 g / cubic centimeter, moisture content 53.4%, liquid limit 53.9%
(B) Steelmaking slag particle size of 25 mm or less, surface dry density 2.95 g / cubic centimeter (c) Slag-mixed soil soft soil: Steelmaking slag = 75:25 (volume ratio)
(3) Experimental method After putting a certain amount of soft soil and steelmaking slag into the storage container (hopper) under the conditions shown in Table 1, slag-containing soil is discharged from the hopper outlet, and slag-containing soil is discharged for each case. Check the condition visually, and collect 10L samples (total 12 samples) 4 times for each discharge period (first half, middle, second half) for each case and measure the wet density of each specimen. At the same time, the steelmaking slag in the soft soil of each specimen is washed out using a 2 mm sieve and then dried to measure its weight.

Figure 0005954655
Figure 0005954655

ケース1は、図3に示すように、所定量(0.1立方メートル)の軟弱土5aをバックホウのバケット9により計量し、貯留容器(ホッパ)6に投入する毎にホッパ20により計量した所定量(0.033立方メートル)の製鋼スラグ8aをベルトコンベア21により貯留容器(ホッパ)6に投入した。尚、図中符号22は排出されたスラグ混入土を運搬するためのベルトコンベア、符号23は検体採取用の容器である(以下、同様の構成に同一符号を付して説明を省略する)。   As shown in FIG. 3, the case 1 measures a predetermined amount (0.1 cubic meter) of soft soil 5 a with a backhoe bucket 9 and measures it with a hopper 20 each time it is put into a storage container (hopper) 6. The steelmaking slag 8a (0.033 cubic meters) was put into the storage container (hopper) 6 by the belt conveyor 21. In the figure, reference numeral 22 denotes a belt conveyor for transporting the discharged slag-mixed soil, and reference numeral 23 denotes a sample collection container (hereinafter, the same components are given the same reference numerals and description thereof is omitted).

ケース2〜ケース4は、図4に示すように、それぞれ所定量毎に軟弱土をバックホウのバケット9により計量し、その軟弱土5aをホッパ6へ投入する作業と、計測手段であるバックホウ13のバケット12により所定量の製鋼スラグ8aを計量し、その製鋼スラグ8aをホッパ6へ投入する作業とを交互に行った。   As shown in FIG. 4, each of the cases 2 to 4 measures the soft soil by a backhoe bucket 9 for each predetermined amount, puts the soft soil 5a into the hopper 6, and the backhoe 13 as a measuring means. A predetermined amount of steelmaking slag 8a was weighed by the bucket 12, and the operation of putting the steelmaking slag 8a into the hopper 6 was alternately performed.

ケース5及びケース6は、本発明方法によるものであって、事前混入容器(バックホウのバケット)8を用いて所定量の軟弱土5aを計量し、計量した軟弱土5a毎に計量手段である他のバックホウ13のバケット12によって計量した所定量の製鋼スラグ8aを添加し、事前混入容器9より製鋼スラグを添加した軟弱土10を順次貯留容器(ホッパ)6へ投入した。   Case 5 and case 6 are according to the method of the present invention, and a predetermined amount of soft soil 5a is measured using a premixed container (backhoe bucket) 8, and each of the measured soft soil 5a is a measuring means. A predetermined amount of the steelmaking slag 8a measured by the bucket 12 of the backhoe 13 was added, and the soft soil 10 to which the steelmaking slag was added from the pre-mixing container 9 was sequentially put into the storage container (hopper) 6.

本実験の結果を表2、表3に示す。尚、スラグ混入土の標準湿潤密度及び標準製鋼スラグ含有量は、軟弱土の湿潤密度や製鋼スラグの混入比率等の諸条件に基づき製鋼スラグが軟弱土中に好適に混入された場合を想定して設定され、本実験条件下においては、標準湿潤密度2.0〜2.1g/立方センチメートル、標準製鋼スラグ含有量0.8〜1.0kg/Lである。   The results of this experiment are shown in Tables 2 and 3. The standard wet density and standard steelmaking slag content of soil mixed with slag are based on the assumption that steelmaking slag is suitably mixed in soft soil based on various conditions such as wet density of soft soil and mixing ratio of steelmaking slag. Under the present experimental conditions, the standard wet density is 2.0 to 2.1 g / cubic centimeter and the standard steelmaking slag content is 0.8 to 1.0 kg / L.

ケース1では、前半に軟弱土が勢いよく排出され、後半に製鋼スラグが固まって排出された。また、各検体の湿潤密度が1.7〜1.8(g/立方センチメートル)近辺に、製鋼スラグ含有量が0.2〜0.4kg/Lにそれぞれ集中して分布し、本実験条件下における標準湿潤密度2.0〜2.1g/立方センチメートル及び標準製鋼スラグ含有量0.8〜1.0kg/Lより外れて分布している。このことより、製鋼スラグが軟弱土中に適正に混入されていない状態であることが分かる。   In Case 1, soft soil was discharged vigorously in the first half, and steelmaking slag was solidified and discharged in the second half. Further, the wet density of each specimen is distributed in the vicinity of 1.7 to 1.8 (g / cubic centimeter) and the steelmaking slag content is concentrated to 0.2 to 0.4 kg / L, respectively. It is distributed outside the standard wet density of 2.0 to 2.1 g / cubic centimeter and the standard steelmaking slag content of 0.8 to 1.0 kg / L. This shows that the steelmaking slag is not properly mixed in the soft soil.

ケース2では、前半に軟弱土が勢いよく排出され、その後一部の軟弱土と製鋼スラグとが混じった状態で排出された後、最後に製鋼スラグのみが排出された。また、各検体の湿潤密度及び製鋼スラグ含有量が本実験条件下における標準湿潤密度2.0〜2.1g/立方センチメートル及び標準製鋼スラグ含有量0.8〜1.0kg/Lより外れて分布しており、製鋼スラグが軟弱土中に適正に混入されていない状態にあることが分かる。   In Case 2, soft soil was discharged vigorously in the first half, and then after a portion of the soft soil and steelmaking slag were mixed, only steelmaking slag was discharged. In addition, the wet density and the steelmaking slag content of each specimen are distributed outside the standard wet density of 2.0 to 2.1 g / cubic centimeter and the standard steelmaking slag content of 0.8 to 1.0 kg / L under the experimental conditions. It can be seen that the steelmaking slag is not properly mixed in the soft soil.

ケース3及びケース4では、最初に軟弱土が排出され、その後は製鋼スラグと軟弱土とが混ざった状態で排出されたが、製鋼スラグのみの状態で排出されることもあった。尚、ケース4、即ち一回当たりの投入量の少ない方が製鋼スラグと軟弱土とが別々に排出される量が少なかった。また、湿潤密度及び製鋼スラグの含有量は、検体毎にまちまちであり、軟弱土中に製鋼スラグが偏って分布しているのが分かる。   In Case 3 and Case 4, the soft soil was discharged first, and then the steelmaking slag and the soft soil were mixed and discharged, but the steelmaking slag was sometimes discharged only. In addition, the amount of steelmaking slag and soft soil discharged separately was smaller in Case 4, that is, in the case where the input amount per time was smaller. Further, the wet density and the content of steelmaking slag vary from sample to sample, and it can be seen that the steelmaking slag is unevenly distributed in the soft soil.

ケース5及びケース6では、全体に軟弱土中に製鋼スラグが分散して混入された状態で排出された。また、各検体の湿潤密度及び製鋼スラグ含有量も本実験条件下における標準湿潤密度2.0〜2.1g/立方センチメートル及び標準製鋼スラグ含有量0.8〜1.0kg/Lを中心に適正に分布しており、軟弱土中に製鋼スラグが均等に分布し安定した混入状態であることが分かる。   In case 5 and case 6, the steelmaking slag was dispersed and mixed in soft soil as a whole and discharged. In addition, the wet density and steelmaking slag content of each specimen are also appropriately centered on the standard wet density of 2.0 to 2.1 g / cubic centimeter and the standard steelmaking slag content of 0.8 to 1.0 kg / L under the experimental conditions. It can be seen that the steelmaking slag is evenly distributed in the soft soil and is in a stable mixed state.

以上の結果より、本発明方法に係るケース5及びケース6のように、事前混入容器9を用いて一定量の軟弱土を所定量毎に分けて計量し、その計量した所定量の軟弱土5a毎に所定の比率で製鋼スラグ8aを添加し、その製鋼スラグが添加された所定量の軟弱土10を順次貯留容器6に投入することにより軟弱土5に製鋼スラグ8を混入する方法が最適であることが分かった。   From the above results, as in the case 5 and the case 6 according to the method of the present invention, a predetermined amount of soft soil is weighed separately for each predetermined amount using the premixed container 9, and the measured predetermined amount of soft soil 5a is measured. The method of mixing the steelmaking slag 8 in the soft soil 5 by adding the steelmaking slag 8a at a predetermined ratio every time and sequentially putting the predetermined amount of the soft soil 10 to which the steelmaking slag is added into the storage container 6 is optimal. I found out.

また、貯留容器の容積(1.72立方メートル)に対し、事前混入容器の容積、即ち所定量が、(所定量/貯留容器容積)=0.03〜0.07に合致する量であれば安定した混入状態が得られることが分かった。このことから、容積が100立方メートルを超すような実際の空気圧送装置のホッパを貯留容器として用いた場合であっても、(所定量/ホッパ容積)=0.03〜0.07となる事前混入容器を用いることにより軟弱土中に分散して分布した状態に製鋼スラグを混入することができると考えられる。   Moreover, if the volume of the pre-mixed container, that is, the predetermined amount is (predetermined amount / storage container volume) = 0.03 to 0.07 with respect to the storage container volume (1.72 cubic meters), it is stable. It was found that the mixed state was obtained. Therefore, even when an actual pneumatic hopper having a volume exceeding 100 cubic meters is used as a storage container, (predetermined amount / hopper volume) = 0.03 to 0.07 in advance It is considered that steelmaking slag can be mixed in a state of being dispersed and distributed in soft soil by using a container.

Figure 0005954655
Figure 0005954655

Figure 0005954655
Figure 0005954655

1 土運船
2 スラグ運船
3 空気圧送船
4 空気圧送装置
5 軟弱土
6 貯留容器(ホッパ)
7 搬送管
8 製鋼スラグ
9 事前混入容器(バケット)
11 バックホウ
DESCRIPTION OF SYMBOLS 1 Earth ship 2 Slag ship 3 Pneumatic ship 4 Pneumatic feeder 5 Soft soil 6 Storage container (hopper)
7 Transport pipe 8 Steelmaking slag 9 Pre-contained container (bucket)
11 Backhoe

Claims (2)

貯留容器に投入される一定量の軟弱土に所定の比率で製鋼スラグを混入させる軟弱土に対する製鋼スラグ混入方法であって、
事前混入容器を用いて前記一定量の軟弱土を所定量毎に分けて計量し、該計量した所定量の軟弱土毎に前記所定の比率をもって製鋼スラグを添加し、該製鋼スラグが添加された所定量の軟弱土をその上に製鋼スラグが滞留した状態で前記事前混入容器より順次前記貯留容器に投入することにより前記一定量の軟弱土中に製鋼スラグを分散して混入させることを特徴としてなる軟弱土に対する製鋼スラグ混入方法。
A steelmaking slag mixing method for soft soil in which steelmaking slag is mixed at a predetermined ratio into a certain amount of soft soil charged into a storage container,
The predetermined amount of soft soil was divided into predetermined amounts using a pre-mixed container, and steelmaking slag was added at the predetermined ratio for each of the measured predetermined amounts of soft soil, and the steelmaking slag was added. The steelmaking slag is dispersed and mixed in the predetermined amount of soft soil by sequentially introducing the predetermined amount of soft soil into the storage container from the pre-mixing container in a state where the steelmaking slag is retained on the predetermined amount. Steelmaking slag mixing method for soft soil.
前記事前混入容器にバックホウのバケットを使用する請求項1に記載の軟弱土に対する製鋼スラグ混入方法。   The steelmaking slag mixing method with respect to the soft soil of Claim 1 which uses the bucket of a backhoe for the said premixing container.
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