JP2009148733A - Improved conveyance machine of sludge soil - Google Patents

Improved conveyance machine of sludge soil Download PDF

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JP2009148733A
JP2009148733A JP2007330888A JP2007330888A JP2009148733A JP 2009148733 A JP2009148733 A JP 2009148733A JP 2007330888 A JP2007330888 A JP 2007330888A JP 2007330888 A JP2007330888 A JP 2007330888A JP 2009148733 A JP2009148733 A JP 2009148733A
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soil
sludge
sludge soil
spiral
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Katsuzo Kotani
勝三 小谷
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Abstract

<P>PROBLEM TO BE SOLVED: To enhance efficiency of carry-in and carry-out conveyance by integrating agitation treatment for soil improvement and conveyance of sludge soil to the latter part into one unit apparatus. <P>SOLUTION: A rotary shaft 20 subjected to motor drive via a chain belt 22 is arranged inside a cover case 11 including an introduction opening 14 of the sludge soil on one end part and a discharge opening 17 of improved soil on the other end part, and also an agitation projection cluster 27 arranging a spiral blade plate 24 and a plurality of non-spiral projections V are mutually disposed on this rotary shaft. The sludge soil is transferred to the latter stage by the spiral blade plate 24 and agitated by the agitation projection cluster 27 of the next stage. Apparatuses necessary to be sufficiently agitated during transfer and for soil improvement are integrated into one. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、多量な水分を含んだ汚泥土壌を、搬送処理等がしやすい土質に改良するための装置に関する。   The present invention relates to an apparatus for improving sludge soil containing a large amount of water into a soil that is easy to carry.

河川、ダム、湖水、海浜の工事等では、大量の水分を含む汚泥土壌を処理する必要がある。このときの処理の内容は、大きく分けて二つある。ひとつは汚泥土壌の水分を浄化して河川等に戻すための技術であり、他の一つは処理材を用いて汚泥の土質を改善するものである。   In the construction of rivers, dams, lakes, beaches, etc., it is necessary to treat sludge soil containing a large amount of water. The contents of the processing at this time are roughly divided into two. One is a technology for purifying the moisture of sludge soil and returning it to rivers, etc., and the other is to improve the soil quality of sludge using treatment materials.

本発明は、処理材を用いて汚泥の土質を改善する装置に係るものである。汚泥土壌を改善する処理材としては、従来から、吸水ポリマー等の薬剤が知られているが、近時、化学物質を使用しない土壌改良材、例えば天然鉱石系の処理材を用いることにより、改良した土壌を例えば田畑に散布する等の利用が試みられるようになった。天然鉱石系の処理材(例えば石灰等)を用いた改良土壌は、田畑や近隣土壌に対する悪影響がなく、むしろ汚泥に含まれる高有機成分が作物の生長に良好な影響を与えると考えられる。   The present invention relates to an apparatus for improving the soil quality of sludge using a treatment material. Conventionally, chemicals such as water-absorbing polymers have been known as treatment materials for improving sludge soil. Recently, however, it has been improved by using soil improvement materials that do not use chemical substances, such as natural ore-based treatment materials. Attempts have been made, for example, to disperse the applied soil over a field. The improved soil using natural ore-based treatment materials (such as lime) does not have an adverse effect on the fields and neighboring soils. Rather, the high organic components contained in the sludge are considered to have a favorable effect on the growth of crops.

このような天然鉱石系の土壌改良材は、汚泥土壌に含まれる水分を吸収して膨張する。従って、これを汚泥土壌と混合させれば、多量な水分によってどろどろしていた汚泥土壌が取り扱い容易な土質に変化し、搬送処理等が容易となる。   Such a natural ore-based soil conditioner absorbs moisture contained in sludge soil and expands. Therefore, if this is mixed with the sludge soil, the sludge soil that has been muddled by a large amount of water changes to a soil quality that is easy to handle, and transport processing and the like become easy.

図4は、このような天然鉱石系の処理材を用いる従来の土壌改良装置の構成を例示するものである。1は、汚泥土壌を投入するホッパ、2は、汚泥土壌を後段へ移送する搬送装置(例えばベルトコンベア)、3は、搬送装置2を流れる汚泥土壌に対して天然鉱石系の処理材(パウダー状または粒状)を投下する処理材供給機、4は、天然鉱石系の処理材が混じった汚泥土壌を攪拌する攪拌装置、5は、この攪拌装置4の下部開口から排出される改良土壌を後段へ移送する搬送装置(例えばベルトコンベア)である。   FIG. 4 illustrates a configuration of a conventional soil improvement apparatus using such a natural ore-based treatment material. 1 is a hopper for introducing sludge soil, 2 is a transport device (for example, a belt conveyor) for transferring the sludge soil to the subsequent stage, and 3 is a natural ore-based treatment material (powder-like) for the sludge soil flowing through the transport device 2. (4) is a stirrer that stirs sludge soil mixed with natural ore-based processing material, and 5 is the improved soil discharged from the lower opening of the stirrer 4 to the subsequent stage. It is a transfer device (for example, a belt conveyor) for transferring.

最終段の搬送装置5によって運ばれた改良土壌は、例えばトラック6に搭載して適宜の場所へ搬送する。トラック6に積み込まれた改良土壌は、処理材を混合した結果として見かけ上の水分が少なく、扱いやすい土質に改変されている。なお、天然鉱石系の処理材を用いる技術としては、下記の特許文献1がある。
特開2006−187695
The improved soil transported by the transport device 5 at the final stage is mounted on, for example, the truck 6 and transported to an appropriate place. The improved soil loaded in the truck 6 has been modified to a soil quality that is easy to handle with less apparent moisture as a result of mixing the treatment materials. In addition, there exists the following patent document 1 as a technique using a natural ore type processing material.
JP 2006-187695 A

問題は、汚泥土壌の処理のために作業現場に搬入し、設置する装置類の数である。装置類の数が多いと、トラックによる輸送の負担も増えるし、設置作業に要する時間が増えるだけでなく、作業終了後の通常の撤去や、洪水時のような緊急時の避難撤去作業も煩雑となり支障を生ずるからである。   The problem is the number of devices that are brought into the work site and installed for the treatment of sludge soil. If the number of devices is large, the burden of transportation by truck will increase, and not only will the time required for installation work increase, but also normal removal after the completion of work and evacuation and removal work in an emergency such as a flood will be complicated This is because it causes trouble.

そこで、本発明の目的は、土壌改良のための攪拌処理と後段への汚泥土壌の搬送をひとつのユニット装置によって実現することにより、搬入搬出の作業効率を向上させることにある。   Therefore, an object of the present invention is to improve the work efficiency of loading and unloading by realizing stirring processing for soil improvement and transport of sludge soil to the subsequent stage with a single unit device.

前記目的を達成して、課題を解決するため、本発明に係る汚泥土壌の改良搬送機は、一方の端部に汚泥土壌の投入開口を備え、他方の端部に改良土壌の排出開口を備えるカバーケースの内部に、チェーンベルトを介してモータ駆動される回転軸を配するとともに、この回転軸に、螺旋翼板と、非螺旋の複数の突起物を配した攪拌突起物群とを交互に配設する(請求項1)。また、最上流となる回転軸の始点と最下流となる回転軸の終点に、それぞれ螺旋翼板を備える場合がある(請求項2)。   In order to achieve the above-mentioned object and to solve the problem, the improved sludge soil transporter according to the present invention is provided with a sludge soil inlet opening at one end and an improved soil discharge opening at the other end. A rotation shaft driven by a motor via a chain belt is arranged inside the cover case, and a spiral blade and a group of stirring projections each having a plurality of non-spiral projections are alternately arranged on the rotation shaft. (Claim 1). In some cases, a spiral blade is provided at each of the start point of the rotary shaft that is the most upstream and the end point of the rotary shaft that is the most downstream (claim 2).

かかる構成によれば、カバーケースに覆われた内部空間に、螺旋翼板と非螺旋の攪拌突起物群とを交互に配設した回転軸を設けてあるので、チェーンベルトを介して回転軸がモータにより回転駆動されると、汚泥土壌の投入開口から内部空間へ入った汚泥土壌は螺旋翼板によって後段へ移送され、次段の攪拌突起物群によって攪拌される。   According to such a configuration, since the rotation shaft in which the spiral blades and the non-spiral stirring protrusions are alternately arranged is provided in the internal space covered by the cover case, the rotation shaft is connected via the chain belt. When the motor is driven to rotate, the sludge soil that has entered the interior space through the sludge soil input opening is transferred to the subsequent stage by the spiral blade and is stirred by the next-stage stirring projection group.

回転軸には螺旋翼板と攪拌突起物群が交互に配してあるから、攪拌突起物群によって攪拌された汚泥土壌は、次段の螺旋翼板によって後段へ移送され、これを繰り返してカバーケースの排出開口から改良土壌が外部に排出される。   Since the rotating blades are alternately arranged with spiral blades and stirring protrusions, the sludge soil stirred by the stirring protrusions is transferred to the subsequent stage by the next-stage spiral blades, and this is repeatedly covered. Improved soil is discharged to the outside through the discharge opening of the case.

非螺旋の攪拌突起物群を構成する突起物は、V字状のチャンネル材を使用することがある(請求項3)。回転軸の回転方向に向かってチャンネル材の角錐面を複数配置すれば、舟の舳先(へさき)と同じように、土壌の粘度に拘わらず推進させやすく攪拌時の抵抗を減らすことが出来るからである。   The protrusions constituting the non-spiral stirring protrusion group may use a V-shaped channel material (claim 3). By arranging multiple pyramid surfaces of the channel material in the direction of rotation of the rotation axis, it is easy to propel regardless of the viscosity of the soil, and the resistance during stirring can be reduced, just like the tip of a boat. It is.

本発明に係る汚泥土壌の改良搬送機によれば、土壌改良のための攪拌と後段への汚泥土壌の移送をひとつのユニット装置によって実現できるので、必要な装置類の数を減らすことが可能となり、輸送時の効率が改善される。また組み立て、解体が容易となるため、搬入搬出時の作業効率も向上する。   According to the improved sludge soil transporter according to the present invention, the agitation for soil improvement and the transfer of the sludge soil to the subsequent stage can be realized by one unit device, so the number of necessary devices can be reduced. , Transportation efficiency will be improved. Moreover, since assembly and disassembly become easy, work efficiency at the time of carrying in / out is also improved.

図1は、本発明に係る汚泥土壌の改良搬送機10を含む処理装置全体の一実施形態を示すものである。   FIG. 1 shows an embodiment of the entire processing apparatus including an improved conveyor 10 for sludge soil according to the present invention.

この処理装置は、従来の装置と同様に、汚泥土壌を投入するホッパ1、汚泥土壌を後段へ移送するベルトコンベア等の搬送装置2、搬送装置2を流れる汚泥土壌に対して天然鉱石系の処理材(パウダー状または粒状)を投下する処理材供給機3を備える。そして、搬送装置2の端末部に、移送された汚泥土壌を改良移送する本発明に係る汚泥土壌の改良搬送機10の一端部(汚泥土壌の投入開口部)を配設してある。   This processing apparatus is similar to the conventional apparatus in that a hopper 1 for feeding sludge soil, a conveyor device 2 such as a belt conveyor for transferring the sludge soil to the subsequent stage, and a natural ore system treatment for sludge soil flowing through the conveyor apparatus 2 are used. A processing material feeder 3 for dropping a material (powder or granular) is provided. And the one end part (sludge soil input opening part) of the improved conveyance machine 10 of the sludge soil which concerns on this invention which improves and transfers the transferred sludge soil is arrange | positioned at the terminal part of the conveying apparatus 2. FIG.

この汚泥土壌の改良搬送機10は、略円筒形を呈するカバーケース11の内部に一本の回転軸20を備える。回転軸20は、カバーケース11の内部の長手方向に沿って配し、上流側と下流側の両端部を軸受材(図示せず)によって支持する。そして、例えば、下流側の端部は、モータ21およびチェーンベルト22を介して回転駆動できるよう、回転軸20とチェーンベルト22とを係合させておく。なお、モータ21およびチェーンベルト22は回転軸20の上流側に配しても良いことは勿論である。23はモータ21の回転軸、28はチェーンベルト22を掛ける回転ホイールである。   The improved sludge soil transporting machine 10 includes a single rotating shaft 20 inside a cover case 11 having a substantially cylindrical shape. The rotating shaft 20 is arranged along the longitudinal direction inside the cover case 11 and supports both ends on the upstream side and the downstream side by bearing materials (not shown). For example, the rotary shaft 20 and the chain belt 22 are engaged with each other so that the downstream end can be rotationally driven via the motor 21 and the chain belt 22. Of course, the motor 21 and the chain belt 22 may be arranged on the upstream side of the rotary shaft 20. Reference numeral 23 denotes a rotating shaft of the motor 21, and 28 denotes a rotating wheel on which the chain belt 22 is hung.

カバーケース11の一方の端部(最上流側)には、汚泥土壌の投入開口14を設け、カバーケース11の他方の端部(最下流側)には、改良土壌の排出開口17を設けてある。   At one end (uppermost stream side) of the cover case 11, a sludge soil charging opening 14 is provided, and at the other end (most downstream side) of the cover case 11, an improved soil discharge opening 17 is provided. is there.

投入開口14は、搬送装置2の端末下方に位置するように配置し、搬送装置2を流れてきた汚泥土壌が改良搬送機10の内部に順次流入するようにしておく。投入開口14の上方には、汚泥土壌が拡散しないよう適当形状のフードカバー15を設けておくことが望ましい。排出開口17には、必要に応じて、下降傾斜させた排出用の案内スロープ18を設ける。トラック6に改良土壌を積み込む際に、改良土壌をガイドするためである。   The input opening 14 is disposed so as to be positioned below the terminal of the transport device 2 so that the sludge soil flowing through the transport device 2 sequentially flows into the improved transport machine 10. It is desirable to provide a hood cover 15 having an appropriate shape above the input opening 14 so that the sludge soil does not diffuse. The discharge opening 17 is provided with a discharge guide slope 18 inclined downward as required. This is because the improved soil is guided when the improved soil is loaded onto the truck 6.

回転軸20には、螺旋翼板24と、非螺旋の複数の突起物Vを配した攪拌突起物群27とを交互に配設する。螺旋翼板24は、汚泥土壌を後段へ強制的に移送する手段であり、非螺旋の攪拌突起物群27は、汚泥土壌と処理材とを強制的に混合させる手段である。螺旋翼板24の外径と、攪拌突起物群27を構成する突起の背高は、いずれもカバーケース11の内径より若干小さくしておき、カバーケース11の内面に接触しないが余分な隙間が生じないようにしておくことが望ましい。   On the rotating shaft 20, spiral blades 24 and agitation protrusion groups 27 provided with a plurality of non-spiral protrusions V are alternately arranged. The spiral blade 24 is a means for forcibly transferring the sludge soil to the subsequent stage, and the non-spiral stirring projection group 27 is a means for forcibly mixing the sludge soil and the treatment material. The outer diameter of the spiral blade 24 and the height of the protrusions constituting the stirring protrusion group 27 are both slightly smaller than the inner diameter of the cover case 11, and do not contact the inner surface of the cover case 11, but there is an excess gap. It is desirable not to occur.

汚泥土壌と処理材との混合処理は、移送させながら複数回行うことが望ましい。このため、本実施形態では、移送途中で三回の混合を行えるよう、回転軸20の三カ所に攪拌突起物群27を設けてある。   It is desirable that the mixing treatment of the sludge soil and the treatment material is performed a plurality of times while being transferred. For this reason, in this embodiment, the stirring protrusion group 27 is provided in three places of the rotating shaft 20 so that mixing can be performed three times during the transfer.

また、投入開口14から入った汚泥土壌の速やかな後段への移送と、排出開口17から改良土壌を速やかに外部排出させるため、回転軸20の最上流と最下流に螺旋翼板24を設ける。本実施形態のように、三カ所に攪拌突起物群27を設ける場合は、それと交互に設ける螺旋翼板24の数は四カ所になる。   In addition, in order to quickly transfer the sludge soil that has entered from the input opening 14 to the subsequent stage and to quickly discharge the improved soil from the discharge opening 17, spiral blades 24 are provided on the uppermost stream and the most downstream side of the rotary shaft 20. When the stirring protrusion group 27 is provided at three places as in the present embodiment, the number of the spiral blade plates 24 provided alternately is four.

螺旋翼板24と攪拌突起物群27は、回転軸20の長手寸法を略均等に分割するように設けることもできるが、始点(投入開口14近傍)と終点(排出開口17近傍)では、土壌の粘度が異なる。このため、土壌の移送スピードを全体で略均一にするには、粘度が低い始点(投入開口14近傍)に近いほど螺旋翼板24の巻き数を多くすることが望ましい。また、始点(投入開口14近傍)に近い最上流では、処理材との混合を急速に行うことが望ましい。このため、上流側、とくに最上流では攪拌突起物群27を設ける寸法も大きくとって、突起物Vの本数を下流側よりも増大させておくことが好ましい。   The spiral blade 24 and the stirring projection group 27 can be provided so as to divide the longitudinal dimension of the rotary shaft 20 substantially evenly, but at the start point (near the opening 14) and the end point (near the outlet 17), the soil Have different viscosities. For this reason, in order to make the soil transfer speed substantially uniform as a whole, it is desirable to increase the number of turns of the spiral blade plate 24 as the viscosity is closer to the starting point (near the charging opening 14). In addition, it is desirable to rapidly mix with the processing material at the uppermost stream near the starting point (near the charging opening 14). For this reason, it is preferable to increase the size of the protrusions 27 on the upstream side, particularly in the uppermost stream, so that the number of protrusions V is increased from the downstream side.

具体的には、例えば、次の通りである。本実施形態のように、螺旋翼板24を四カ所、攪拌突起物群27を三カ所とする場合、回転軸20の長手寸法をWとすれば、ひとつひとつが占める長手寸法の平均値は1/7Wである。これは、回転軸20の長さを例えば5.6mとした場合に、一カ所がそれぞれ約80cmとなる値である。しかしながら、上流側、特に最上流の螺旋翼板24と攪拌突起物群27の長手寸法を大きくとる場合、最上流の螺旋翼板24の回転数を6、使用する長手寸法を1mとし、最上流の攪拌突起物群27の長手寸法を1.2mとする一方、最下流の螺旋翼板24と攪拌突起物群27の使用する長手寸法を例えば50cmとする等、上流と下流において長手寸法(使用領域の長さ)を変えることにより、効率的な土壌改良を行うことが可能となる。   Specifically, for example, it is as follows. As in this embodiment, when there are four spiral blades 24 and three stirring protrusions 27, if the longitudinal dimension of the rotary shaft 20 is W, the average value of the longitudinal dimension occupied by each one is 1 / 7W. When the length of the rotating shaft 20 is 5.6 m, for example, this is a value at which one location is about 80 cm. However, when the longitudinal dimension of the upstream spiral blade 24 and the stirring projection group 27 is large, the rotational speed of the upstream spiral blade 24 is 6 and the longitudinal dimension to be used is 1 m. While the longitudinal dimension of the stirring projection group 27 is 1.2 m, the longitudinal dimension used by the most downstream spiral blade 24 and the stirring projection group 27 is 50 cm, for example, the longitudinal dimension (use By changing the length of the area, it becomes possible to improve the soil efficiently.

螺旋翼板24のピッチ(翼板の離隔寸法)を同一とする場合は、使用する長手寸法が短くなるほど巻き数が少なくなる。土壌の性質に応じて、ピッチを優先するか巻き数を優先するかを選択して設計することが望ましい。巻き数を優先する場合は、大きな長手寸法と小さな長手寸法で同一数の巻き数とする構成をとっても構わない。   In the case where the pitch of the spiral blades 24 (blade plate separation dimension) is the same, the number of turns decreases as the longitudinal dimension used decreases. It is desirable to design by selecting whether to prioritize the pitch or the number of turns according to the nature of the soil. When giving priority to the number of turns, a configuration may be adopted in which the same number of turns is used for a large longitudinal dimension and a small longitudinal dimension.

攪拌突起物群27も同様である。長手寸法が大きいほど多数の突起物Vを設置できるが、土質に応じて、上流側と下流側とで長手寸法当たりの突起物の配設本数を変えてもよい。   The same applies to the stirring protrusion group 27. The larger the longitudinal dimension, the larger the number of protrusions V can be installed. However, the number of protrusions per longitudinal dimension may be changed between the upstream side and the downstream side according to the soil quality.

攪拌突起物群27は、複数本の突起物V(非螺旋のもの)によって構成する。各突起物Vは、図2に示すように、例えばV字状のチャンネル材を使用する。回転軸20の回転方向(矢印X)に向かってチャンネル材の角錐面を配置すれば、チャンネル材の稜線Pが土壌を切って前進し、少ない抵抗で汚泥土壌と処理材とを混合させる。突起物Vは、図3に示すように、回転軸20の外周にまんべんなく略均等にその基端を固定して立設し、攪拌突起物群27する。図3は、回転軸20まわりに配する突起物Vの配設例を示すものであるが、チャンネル材を用いた場合における突起物Vの稜線Pの方向を示すため、断面表示した回転軸20に、斜視図的に表示した突起物Vを示してある。なお、図3において突起物Vを太線と細線とを用いて示してあるが、これは太線で示す突起物Vと、細線で示す突起物Vとが配列位置を異にする(回転軸20の長手方向の位置が前後する)ことを示す意味である。   The stirring protrusion group 27 is constituted by a plurality of protrusions V (non-spiral ones). As shown in FIG. 2, each protrusion V uses, for example, a V-shaped channel material. If the pyramid surface of the channel material is arranged in the direction of rotation of the rotary shaft 20 (arrow X), the ridge line P of the channel material moves forward through the soil, and the sludge soil and the treatment material are mixed with little resistance. As shown in FIG. 3, the protrusions V are erected with the base ends thereof being fixed evenly and evenly on the outer periphery of the rotating shaft 20 to form a stirring protrusion group 27. FIG. 3 shows an example of the arrangement of the protrusions V arranged around the rotation axis 20. In order to show the direction of the ridge line P of the protrusion V when the channel material is used, the rotation axis 20 shown in cross section is shown. The projection V displayed in a perspective view is shown. In FIG. 3, the protrusions V are indicated by using thick lines and thin lines. However, the protrusions V indicated by the thick lines and the protrusions V indicated by the thin lines have different arrangement positions (of the rotating shaft 20). This means that the position in the longitudinal direction moves back and forth.

従って、かかる構成によれば、投入開口14から入った汚泥土壌は、その直下にある最上流の螺旋翼板24によって順次後段へ移送され、最上流の攪拌突起物群27に移って、そこで攪拌される。最上流の攪拌突起物群27で攪拌された土壌は、最上流の螺旋翼板24から送り込まれる土壌によって後段方向へ押圧されつつ、次段の螺旋翼板24によってさらに後段へ移送され、次の攪拌突起物群27に移って、そこで攪拌される。これが続き、最終的には、最下流の螺旋翼板24によって移送され、処理材と十分に混合された良好な改良土壌となって排出開口17から外部に排出される。   Therefore, according to such a configuration, the sludge soil that has entered through the charging opening 14 is sequentially transferred to the subsequent stage by the uppermost spiral blade plate 24 immediately below, and is transferred to the uppermost stirring protrusion group 27, where it is stirred. Is done. The soil stirred by the most upstream stirring projection group 27 is transferred to the subsequent stage by the subsequent spiral blade 24 while being pressed in the subsequent direction by the soil fed from the uppermost spiral blade 24. It moves to the stirring protrusion group 27 and is stirred there. This continues, and finally, it is transported by the most downstream spiral blade 24 and becomes good improved soil sufficiently mixed with the treatment material, and is discharged to the outside through the discharge opening 17.

この装置は、汚泥土壌の移送と攪拌を同時進行させるので、装置構成がひとつのユニット装置としてまとめることが出来る。このため、装置の搬送、搬入、設置、撤去の各段における作業効率を確実に高める。また、複数個に分散させた螺旋翼板24がスクリューコンベアとして機能するので、上方傾斜させても汚泥土壌を後段へ移送させる能力をもつ。   Since this apparatus simultaneously transfers and agitates sludge soil, the apparatus configuration can be integrated as a single unit apparatus. For this reason, the work efficiency in each stage of conveyance, carrying in, installation, and removal of the apparatus is reliably increased. Moreover, since the spiral blades 24 dispersed in a plurality function as a screw conveyor, even if tilted upward, the sludge soil can be transferred to the subsequent stage.

なお、本発明に係る装置は、本実施形態のものに限定されない。例えば、前記実施形態では、攪拌突起物群27を構成する突起物Vを、V字状のチャンネル材として説明したが、攪拌突起物群27を構成する突起物は、回転軸の回転に伴って汚泥と処理材を攪拌できればよい。従って、単純な突起、例えば平板材や、丸管、角管のようなものでもよい。棒材の外表面に突起を設けたもの、或いは、網目状のものでも良い。攪拌突起物群を構成する突起物は、すべてが同一形状のものである必要はない。   The apparatus according to the present invention is not limited to the one in this embodiment. For example, in the above-described embodiment, the protrusion V constituting the stirring protrusion group 27 has been described as a V-shaped channel material, but the protrusion forming the stirring protrusion group 27 is accompanied by the rotation of the rotation shaft. It is sufficient if the sludge and the treatment material can be stirred. Accordingly, a simple protrusion such as a flat plate, a round tube or a square tube may be used. The rod may be provided with protrusions on the outer surface, or may have a mesh shape. The protrusions constituting the stirring protrusion group need not all have the same shape.

螺旋翼板24の外径は略均一とすることが望ましい。また各攪拌突起物群を構成する突起物の長さ(背高)も略均一とすることが望ましい。強度を保つため、螺旋翼板24および各突起物は鉄等の金属を使用することが望ましい。   It is desirable that the outer diameter of the spiral blade 24 be substantially uniform. In addition, it is desirable that the length (height) of the protrusions constituting each stirring protrusion group is substantially uniform. In order to maintain strength, it is desirable to use a metal such as iron for the spiral blade 24 and each protrusion.

カバーケース11の外形は略円筒形に限定されない。内部を移動する汚泥土壌が外部に漏れない限り、例えば六角形のような断面多角形の筒状体であってもよい。カバーケース11の内径は略均一とすることが望ましい。カバーケース11は、好ましくは金属によって成形する。   The outer shape of the cover case 11 is not limited to a substantially cylindrical shape. As long as the sludge soil moving inside does not leak to the outside, it may be a cylindrical body having a polygonal cross section such as a hexagon. The inner diameter of the cover case 11 is desirably substantially uniform. The cover case 11 is preferably formed of metal.

実施形態に係る汚泥土壌の改良搬送機を例示する図である。It is a figure which illustrates the improved conveyance machine of sludge soil concerning an embodiment. 実施形態に係る突起物を例示する図である。It is a figure which illustrates the projection concerning an embodiment. 実施形態に係る突起物を配設例を示す図である。It is a figure which shows the example of arrangement | positioning the protrusion which concerns on embodiment. 汚泥土壌の改良を行う従来の装置類を示す図である。It is a figure which shows the conventional apparatuses which improve sludge soil.

符号の説明Explanation of symbols

1 ホッパ
2 搬送装置
3 処理材供給機
10 汚泥土壌の改良搬送機
11 カバーケース
14 汚泥土壌の投入開口
17 改良土壌の排出開口
15 フードカバー
18 案内スロープ
20 回転軸
21 モータ
22 チェーンベルト
23 (モータ21の)回転軸
24 螺旋翼板
27 攪拌突起物群
28 回転ホイール
V (攪拌突起物群27を構成する)突起物
P 稜線
DESCRIPTION OF SYMBOLS 1 Hopper 2 Conveying device 3 Processing material supply machine 10 Sludge soil improvement conveyance machine 11 Cover case 14 Sludge soil input opening 17 Improved soil discharge opening 15 Hood cover 18 Guide slope 20 Rotating shaft 21 Motor 22 Chain belt 23 (Motor 21 ) Rotating shaft 24 Spiral blade 27 Stirring projection group 28 Rotating wheel V

Claims (3)

一方の端部に汚泥土壌の投入開口を備え、他方の端部に改良土壌の排出開口を備えるカバーケースの内部に、チェーンベルトを介してモータ駆動される回転軸を配するとともに、
この回転軸に、螺旋翼板と、非螺旋の複数の突起物を配した攪拌突起物群とを交互に配設したことを特徴とする汚泥土壌の改良搬送機。
While arranging a rotating shaft driven by a motor via a chain belt inside a cover case having a sludge soil charging opening at one end and a drain opening for improving soil at the other end,
An improved conveying machine for sludge soil, characterized in that a spiral blade and a group of stirring protrusions provided with a plurality of non-spiral protrusions are alternately disposed on the rotating shaft.
最上流となる回転軸の始点と最下流となる回転軸の終点に、それぞれ螺旋翼板を備えることを特徴とする請求項1記載の汚泥土壌の改良搬送機。   2. The improved sludge soil conveying machine according to claim 1, wherein a spiral blade is provided at each of a starting point of a rotating shaft that is the most upstream and an ending point of the rotating shaft that is the most downstream. 非螺旋の攪拌突起物群を構成する突起物は、V字状のチャンネル材を用いて構成することを特徴とする請求項1または請求項2記載の汚泥土壌の改良搬送機。   The improved conveying machine for sludge soil according to claim 1 or 2, wherein the protrusions constituting the non-spiral stirring protrusion group are configured using a V-shaped channel material.
JP2007330888A 2007-12-21 2007-12-21 Improved conveyance machine of sludge soil Withdrawn JP2009148733A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007330888A JP2009148733A (en) 2007-12-21 2007-12-21 Improved conveyance machine of sludge soil

Publications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100999357B1 (en) * 2010-09-06 2010-12-09 변상철 Mixing and coagulating apparatus for sludge in pipe line
CN112250266A (en) * 2020-10-22 2021-01-22 沈阳环境科学研究院 Sewage treatment pond mud discharging device based on environmental protection

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100999357B1 (en) * 2010-09-06 2010-12-09 변상철 Mixing and coagulating apparatus for sludge in pipe line
CN112250266A (en) * 2020-10-22 2021-01-22 沈阳环境科学研究院 Sewage treatment pond mud discharging device based on environmental protection

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