JPH108496A - Method for transporting sediment to disposal site such as reclamation site with improvement of sediment - Google Patents
Method for transporting sediment to disposal site such as reclamation site with improvement of sedimentInfo
- Publication number
- JPH108496A JPH108496A JP16016296A JP16016296A JPH108496A JP H108496 A JPH108496 A JP H108496A JP 16016296 A JP16016296 A JP 16016296A JP 16016296 A JP16016296 A JP 16016296A JP H108496 A JPH108496 A JP H108496A
- Authority
- JP
- Japan
- Prior art keywords
- earth
- sand
- sediment
- transporting
- landfill
- 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.)
- Pending
Links
- 239000013049 sediment Substances 0.000 title claims abstract description 33
- 238000000034 method Methods 0.000 title claims description 14
- 239000004576 sand Substances 0.000 claims abstract description 85
- 239000012530 fluid Substances 0.000 claims abstract description 43
- 239000002689 soil Substances 0.000 claims abstract description 24
- 230000032258 transport Effects 0.000 claims description 46
- 238000002347 injection Methods 0.000 claims description 31
- 239000007924 injection Substances 0.000 claims description 31
- 238000002407 reforming Methods 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims 1
- 239000000203 mixture Substances 0.000 abstract description 25
- 238000003756 stirring Methods 0.000 abstract description 12
- 239000011435 rock Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000005086 pumping Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000005484 gravity Effects 0.000 description 3
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は土砂を埋立地等処分
地まで輸送する土砂輸送装置内の土砂に、注入流体を供
給し、攪拌混合し埋立材として改質する方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for supplying an injection fluid to earth and sand in an earth and sand transporting apparatus for transporting earth and sand to a disposal site such as a landfill site, stirring and mixing the soil, and reforming the landfill material.
【0002】なお、本明細書において「土砂」とは湖沼
底や海底からの浚渫土砂・泥土・あるいは山土、または
建設残土等を総称し、「注入流体」とは溶液状あるいは
ミルク状の固化材,改良材,凝集材,分散材,減水材お
よびこれらの混合物を総称したものを言う。[0002] In this specification, "soil and sand" is a general term for dredged sand, mud, or mountain soil from construction of a lake or the bottom of a sea, or construction soil, and the like, and "injected fluid" is a solution or milk solidified. It is a general term for materials, improvement materials, flocculants, dispersants, water reducing materials, and mixtures thereof.
【0003】[0003]
【従来の技術】従来埋立地等処分地に土砂を運搬する場
合、土砂をポンプ船で直接多量の水と一緒に圧送する
か、あるいは、土運船により運搬し水切りした後圧搾空
気を用いて埋立地等処分地に輸送し、水分をある程度除
去した搬送土砂に、固化材等の注入材を注入し、ミルク
状で攪拌混合して用途に応じた地盤改良が行われてき
た。2. Description of the Related Art Conventionally, when transporting earth and sand to a disposal site such as a landfill, the earth and sand is directly pumped together with a large amount of water by a pump ship, or is transported and drained by an earth transport ship and then compressed air is used. Injections such as solidified materials have been injected into transported sediment, which has been transported to landfills and other disposal sites, and to which some moisture has been removed, and mixed with milk to stir and mix.
【0004】また、先に本発明者等は前記の土砂を多量
の水と一緒に圧送することによって生じる種々の問題を
解決するために、水を用いることなく風力だけで土砂を
埋立地等処分地まで圧送できる土砂輸送装置を提供し効
果を挙げた。(特公平7−76454号) すなわち、この土砂搬送装置は土砂の投入口を上部に、
排出口を下部にそれぞれ有するハウジングと、前記ハウ
ジングの排出口および埋立地等処分地間を接続する輸送
管と、前記ハウジング内に投入された土砂を粉砕する粉
砕機とこの粉砕機により破砕された土砂を、前記ハウジ
ングの排出口および輸送管内を経て埋立地等処分地まで
圧送する圧送装置とを備えた装置からなり、土砂を投入
するハウジング内に設けられた粉砕機により土砂を破砕
した後、圧送装置により輸送管内を経て埋立地等処分地
まで土砂を圧送し、前記土砂輸送管の終端に配設された
サイクロン式吐出体の開放下面より土砂を投下して埋立
に供するものである。In order to solve various problems caused by pumping the above-mentioned earth and sand together with a large amount of water, the present inventors previously dispose of the earth and sand by using only wind power without using water. An earth and sand transportation device that can be pumped to the ground was provided and the effect was raised. (Japanese Patent Publication No. 7-76454) In other words, this earth and sand transport device has the earth and sand
A housing having a discharge port at a lower portion, a transport pipe connecting the discharge port of the housing and a disposal site such as a landfill, a crusher for crushing the earth and sand put into the housing, and crushed by the crusher. A device equipped with a pumping device for pumping the earth and sand to a disposal site such as a landfill through the discharge port of the housing and the inside of the transport pipe, and after crushing the earth and sand by a crusher provided in the housing for charging the earth and sand, The sediment is pumped to the landfill site such as a landfill through a transport pipe by a pumping device, and the sand is dropped from an open lower surface of a cyclone type discharge body disposed at the end of the sediment transport pipe for landfill.
【0005】[0005]
【発明が解決しようとする課題】然し、上記のいずれの
埋立の方法でも、埋立と地盤改良は別々の工程で行わね
ばならず、工期・工費とも嵩んでいた。本発明は前記の
先願発明の「土砂輸送装置」を使用し、埋立地等処分地
への輸送の途中で土砂に注入流体を供給し、土砂と注入
流体とを攪拌混合することにより改質し、埋立と地盤改
良を同時に行う方法を提供することを目的とするもので
ある。However, in any of the above-mentioned landfill methods, the landfill and the ground improvement have to be performed in separate steps, and both the construction period and the construction cost are high. The present invention uses the "soil transport device" of the above-mentioned prior invention, supplies an injection fluid to the soil during transportation to a disposal site such as a landfill, and reforms by stirring and mixing the soil and the injection fluid. It is another object of the present invention to provide a method for simultaneously performing landfill and ground improvement.
【0006】[0006]
【課題を解決するための手段】この発明は上記の問題を
解決するために、埋立地等処分地に土砂を輸送する土砂
輸送装置内の土砂を投入するハウジングの上部から、ロ
ータの回転数より算出され投入された土砂量に見合った
量の注入流体を供給し、ハウジング内の破砕機の回転と
ロータ内の移送室の残留空気が土砂内を上昇する際に生
じる土砂の動きにより土砂と注入流体とを攪拌混合し、
土砂の改質をしながら埋立地等処分地へ土砂を輸送する
方法としたことである。SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a method for transporting sediment to a landfill site such as a landfill site. Supply the injection fluid in an amount corresponding to the calculated amount of sediment, and inject the sediment by the rotation of the crusher in the housing and the movement of the sediment generated when the residual air in the transfer chamber in the rotor rises in the sediment. Stir and mix with the fluid,
It is a method of transporting sediment to landfills and other disposal sites while modifying the soil.
【0007】また、注入流体を土砂を輸送する輸送管の
任意の位置から輸送管の内圧を上回る圧力で輸送管内に
供給し、輸送管内の土砂と空気とからなる流れによって
生じる土砂の各種の運動エネルギーにより土砂と注入流
体とを攪拌混合し、土砂の改質をしながら埋立地等処分
地へ土砂を輸送する方法としたことである。[0007] Further, the injection fluid is supplied from an arbitrary position of the transport pipe for transporting the soil into the transport pipe at a pressure higher than the internal pressure of the transport pipe, and various movements of the soil generated by the flow of the soil and air in the transport pipe. It is a method of transporting sediment to a disposal site such as a landfill while reforming the soil by mixing and mixing the earth and the injected fluid with energy.
【0008】さらに、輸送管により輸送されてきた土砂
を埋立地等処分地に投下するサイクロン式吐出体の入り
口から、注入流体をサイクロン内部に供給し、吹き出さ
れる土砂の移動エネルギーにより土砂と注入流体とを攪
拌混合し、土砂の改質をしながら埋立地等処分地へ土砂
を輸送する方法としたことである。Further, an injection fluid is supplied to the inside of the cyclone from an entrance of a cyclone type discharge body for dropping earth and sand transported by a transport pipe into a disposal site such as a landfill, and the earth and sand are injected by the moving energy of the blown earth and sand. It is a method of transporting sediment to a disposal site such as a landfill while agitating and mixing the fluid with the soil to reform the soil.
【0009】本発明の請求項1は土砂輸送装置内の土砂
に注入流体を供給し、土砂と注入流体とを攪拌混合する
に際し、土砂を投入するハウジング下部のロータの回転
数から土砂投入量を算出し、予め、室内試験により確認
された土砂の性状の相違による注入流体の添加量と強度
との関係から、土砂量に対して埋立材の構成要素として
の強度に見合った量の注入流体を、土砂を投入するハウ
ジングの上部からロータの回転数より算出された土砂量
に見合った量を供給し土砂と注入流体を輸送管内で攪拌
混合しながら輸送し、埋立地等処分地に搬送した時には
埋立材の改質を終わらせる構成としたことである。According to a first aspect of the present invention, when the injection fluid is supplied to the earth and sand in the earth and sand transporting apparatus, and the earth and the injection fluid are stirred and mixed, the amount of the earth and sand input is determined based on the rotation speed of the rotor at the lower portion of the housing into which the earth and sand are injected. Calculated, in advance, from the relationship between the amount of injection fluid and the strength due to the difference in the properties of the earth and sand confirmed by laboratory tests, the amount of injection fluid that matches the strength as a component of the landfill material with respect to the amount of earth and sand When the amount of sediment calculated from the rotation speed of the rotor is supplied from the upper part of the housing into which the earth and sand are supplied, the earth and sand and the injected fluid are transported while being mixed and stirred in the transport pipe, and transported to a landfill site such as a landfill. That is, the construction of the landfill material is finished.
【0010】また、請求項2は土砂を輸送する輸送管の
内圧を検知し、それを上回る圧力で注入流体を輸送管の
任意の位置から輸送管内部に供給し、土砂と注入流体を
輸送管内で攪拌混合しながら輸送し、埋立地等処分地に
搬送した時には埋立地等処分地に搬送した時には埋立材
の改質を終わらせる構成としたことである。According to a second aspect of the present invention, the internal pressure of the transport pipe for transporting the earth and sand is detected, and the injection fluid is supplied to the interior of the transport pipe from any position of the transport pipe at a pressure higher than the internal pressure. When transported to a landfill site such as a landfill, transportation is carried out while stirring and mixing in the landfill.
【0011】また、請求項3は土砂を埋立地処分地に投
下する際に、サイクロン式吐出体の入口からサイクロン
内部に注入流体を供給し、吹出される土砂の移動エネル
ギーにより前記注入流体と土砂とを攪拌混合し、埋立材
を改質する構成としたことである。According to a third aspect of the present invention, when the earth and sand is dropped into a landfill disposal site, an injection fluid is supplied from the inlet of the cyclone type discharge body into the cyclone, and the injected fluid and the earth and sand are transferred by the moving energy of the blown earth and sand. Are mixed with stirring to modify the landfill material.
【0012】本発明は以上の構成としたので、それぞれ
次の作用を有する。ハウジング内に供給された注入流体
は、土砂を破砕する破砕機の高速回転により土砂と攪拌
混合され、さらに土砂をハウジングから送り込んだ後の
ロータ内の移送室に残った圧搾空気が、ロータの回転に
伴い土砂内を上昇する際に生じる土砂の動きにより土砂
と攪拌混合される。Since the present invention is configured as described above, it has the following functions. The injection fluid supplied into the housing is stirred and mixed with the earth and sand by the high-speed rotation of the crusher that crushes the earth and sand, and the compressed air remaining in the transfer chamber in the rotor after the earth and sand is sent from the housing is rotated by the rotor. Due to the movement of the earth and sand that occurs when it rises in the earth and sand, it is stirred and mixed with the earth and sand.
【0013】輸送管内に供給された注入流体は輸送管内
の絶えず変化する土砂の流動、すなわち、圧搾空気によ
り集合し、重力によって平均化しようとする土砂の流
れ、また、管内土砂流の中心部と管と土砂の摩擦によっ
て生じる流速の違いによる渦流、さらには、輸送管の輸
送方向への上り傾斜のために起きる圧搾空気の流れの静
止時における土砂の逆流等により、土砂と攪拌混合され
る。[0013] The injection fluid supplied into the transport pipe is a constantly changing flow of sediment in the transport pipe, that is, a flow of the sediment which is gathered by the compressed air and is to be averaged by gravity, and a central part of the sediment flow in the pipe. The vortex caused by the difference in the flow velocity caused by the friction between the pipe and the sand, and the backflow of the soil when the flow of the compressed air is stopped due to the upward inclination of the transport pipe in the transport direction, etc., is agitated and mixed with the soil.
【0014】サイクロン式吐出体内に供給された注入流
体は、吐出体内の土砂の動き及び土砂の吐出圧により土
砂と攪拌混合される。The injection fluid supplied into the cyclone type discharge body is agitated and mixed with the earth and sand by the movement of the earth and sand in the discharge body and the discharge pressure of the earth and sand.
【0015】[0015]
【発明の実施の形態】以下図面により本発明の実施の形
態を説明する。 実施例 1 図1および図2は土砂の改質をしながら埋立地等処分地
へ土砂を輸送する土砂輸送装置のハウジングおよびロー
タの断面図である。この発明の改質しながら土砂を輸送
する方法に用いる土砂輸送装置は、土砂の投入口1を上
部に、排出口2を下部にそれぞれ有するハウジングHと
前記排出口2および処分地間を接続する輸送管Tpと、
前記ハウジングH内に投入された土砂を破砕し得る破砕
機Dと、この破砕機Dにより破砕された土砂を、前記排
出口2および輸送管Tp内を経て処分地まで圧送し得る
圧送装置Tとを備えた土砂輸送装置である。Embodiments of the present invention will be described below with reference to the drawings. Embodiment 1 FIGS. 1 and 2 are cross-sectional views of a housing and a rotor of a sediment transporting apparatus that transports sediment to a disposal site such as a landfill while modifying the soil. The earth and sand transportation device used in the method for transporting earth and sand while reforming according to the present invention connects the housing H having the earth and sand inlet 1 at the upper part and the outlet 2 at the lower part, and the outlet H and the disposal site. A transport pipe Tp,
A crusher D capable of crushing the earth and sand put into the housing H, and a pumping device T capable of pumping the earth and sand crushed by the crusher D to the disposal site through the discharge port 2 and the transport pipe Tp. It is an earth and sand transportation device provided with.
【0016】前記圧送装置Tは、前記破砕機Dにより破
砕された土砂の受入口3を周壁4aに開設させて、前記
ハウジングHに形成される筒状のロータケース部4と、
このケース部4内を回転し得るロータRとを有し、この
ロータRの外周部には、該ロータRの回転時に前記受入
口3に周期的に連通する複数の移送室5を画成するため
の複数のブレード6が放射状に突設され、前記ロータケ
ース部4の一端壁4aには、前記受入口3から間隔をお
いて前記排出口2が形成されるとともに、その他端壁4
bには、高圧空気の空気噴出口7が、前記排出口2に対
向して形成され、前記ロータRの回転時に前記各移送室
5が前記排出口2および空気噴出口7に周期的に連通す
るように構成されている。なお、図中8は図示はしてい
ないコンプレッサから導管を介して高圧空気を受入れる
空気室である。The pressure feeding device T has a cylindrical rotor case portion 4 formed in the housing H by opening a receiving port 3 for the earth and sand crushed by the crusher D in the peripheral wall 4a.
A rotor R rotatable within the case portion 4, and a plurality of transfer chambers 5 that are periodically communicated with the receiving port 3 when the rotor R rotates, on the outer peripheral portion of the rotor R. Blades 6 are radially protruded, and the outlet port 2 is formed at one end wall 4 a of the rotor case portion 4 at a distance from the receiving port 3, and the other end wall 4 is formed.
b, an air outlet 7 for high-pressure air is formed opposite to the outlet 2, and the transfer chambers 5 periodically communicate with the outlet 2 and the air outlet 7 when the rotor R rotates. It is configured to be. In the figure, reference numeral 8 denotes an air chamber for receiving high-pressure air from a compressor (not shown) via a conduit.
【0017】土砂輸送装置のハウジングHの上部投入口
1より投入された土砂に所定量の注入流体を供給し、ハ
ウジング内の土塊や岩石を破砕する破砕機Dの回転によ
り土砂と注入流体とを攪拌混合する。ハウジングの最下
部に設置されたロータR内の移送室5が最下段に来た時
に移送室内の土砂と注入流体の混合物を圧搾空気により
輸送管Tp内に送り込む。A predetermined amount of injection fluid is supplied to the earth and sand injected from the upper inlet 1 of the housing H of the earth and sand transport device, and the earth and sand and the injection fluid are separated by rotation of a crusher D for crushing the earth mass and rocks in the housing. Stir and mix. When the transfer chamber 5 in the rotor R installed at the lowermost part of the housing reaches the lowermost stage, the mixture of the earth and sand in the transfer chamber and the injection fluid is sent into the transport pipe Tp by compressed air.
【0018】この時点で移送室5内の残留圧搾空気は、
ロータRの回転に伴い上方へと移動し、この領域を通過
する混合物に供給されることによる混合物の動きによ
り、さらに攪拌混合する。輸送管Tp内に送り込んだ混
合物を輸送管内において、混合物と圧搾空気を交互に送
り込む時の時間のズレのなかで圧搾空気により集合し、
重力によって平均化しようとする混合物の流れや、管内
流の中心部と管と混合物の摩擦によって生じる流速の違
いによる渦流、さらには輸送管の輸送方向への上り傾斜
のために起きる圧搾空気の流れの静止時における混合物
の逆流等により、さらに攪拌混合しながら、埋立地等処
分地まで輸送し、図5に示すサイクロン式吐出体Sに送
り込む。サイクロン式吐出体Sに送り込んだ混合物を吐
出体内の混合物を吐出体内の混合物の動きと吐出圧によ
り、さらに攪拌混合しながら埋立地等処分地に吐出す
る。At this point, the residual compressed air in the transfer chamber 5 is:
The mixture moves upward with the rotation of the rotor R, and is further stirred and mixed by the movement of the mixture by being supplied to the mixture passing through this region. In the transport pipe, the mixture sent into the transport pipe Tp is gathered by compressed air in a time lag when the mixture and the compressed air are alternately fed,
The flow of the mixture to be averaged by gravity, the vortex caused by the difference in the flow velocity caused by the friction between the center of the flow in the pipe and the pipe and the mixture, and the flow of compressed air caused by the upward inclination of the transport pipe in the transport direction Is transported to a disposal site such as a landfill while being further stirred and mixed by the backflow of the mixture at rest, and sent to the cyclone discharge body S shown in FIG. The mixture sent to the cyclone type discharger S is discharged to a disposal site such as a landfill while further stirring and mixing the mixture in the discharger by the movement of the mixture in the discharger and the discharge pressure.
【0019】実施例2 ハウジングHを経て輸送管Tp内に送り込まれた土砂
に、輸送管の任意の位置から、輸送管の内圧を上回る圧
力で所定量の注入流体を供給する。土砂と注入流体の混
合物を輸送管内において、土砂と圧搾空気を交互に送り
込む時の時間的ズレのなかで、圧搾空気により集合し重
力によって平坦化しようとする混合物の流れや、管内流
の中心部と管と混合物の摩擦によって生じ流速の違いに
よる渦流、さらには、輸送管の輸送方向への上り傾斜の
ために起きる圧搾空気の流れの静止時における混合物の
逆流等により攪拌混合しながら、埋立地等処分地まで輸
送し、サイクロン式吐出体Sに送り込む。サイクロン式
吐出体Sに送り込んだ混合物を吐出体内の混合物の動き
と吐出圧により、さらに攪拌混合しながら埋立地等処分
地に吐出する。Embodiment 2 A predetermined amount of injection fluid is supplied to earth and sand sent into the transport pipe Tp via the housing H from an arbitrary position of the transport pipe at a pressure exceeding the internal pressure of the transport pipe. Due to the time difference when the mixture of earth and sand and the injection fluid are alternately fed into the transport pipe, the flow of the mixture that is gathered by the compressed air and tries to be flattened by gravity, and the central part of the flow in the pipe Vortex caused by friction between the pipe and the mixture due to the difference in flow velocity, and furthermore, the landfill is agitated and mixed by the backflow of the mixture when the compressed air flow is stationary due to the upward slope of the transport pipe in the transport direction, etc. It is transported to the same disposal site and sent to the cyclone discharger S. The mixture sent to the cyclone type discharge body S is discharged to a disposal site such as a landfill while being further stirred and mixed by the movement of the mixture in the discharge body and the discharge pressure.
【0020】なお、注入流体の輸送管Tpへの供給の仕
方は限定されるものではないが、複数個のノズルNを用
いて土砂の管内流の方向に螺旋流Aを発生させる(図
3、図4参照)ような方法、あるいは、交差流を発生さ
せるような方法で供給すると一層効果的である。The manner of supplying the injection fluid to the transport pipe Tp is not limited, but a spiral flow A is generated in the direction of pipe flow of earth and sand using a plurality of nozzles N (FIG. 3, It is more effective to supply them in such a manner as shown in FIG.
【0021】実施例 3 ハウジングHおよび輸送管Tpを経て埋立地等処分地ま
で輸送され、サイクロン式吐出体Sに送り込まれた土砂
に、吐出体の入口Eから所定量の注入流体を供給する。
土砂と注入流体の混合物を、吐出体内の土砂の動きと吐
出圧(第5図参照)により攪拌混合しながら埋立地等処
分地に吐出する。なお、図5中Fはフロートである。Embodiment 3 A predetermined amount of injection fluid is supplied from the inlet E of the discharge body to the earth and sand transported to the disposal site such as a landfill site through the housing H and the transport pipe Tp and sent to the cyclone discharge body S.
The mixture of earth and sand and the fluid to be injected is discharged to a disposal site such as a landfill while being stirred and mixed by the movement of the earth and sand in the discharge body and the discharge pressure (see FIG. 5). In FIG. 5, F is a float.
【0022】以上本発明の実施例を第1実施例、第2実
施例、及び第3実施例として説明したが、土砂の性状、
改良条件あるいは現場条件等により、これらの実施例を
それぞれ単独で実施しても、あるいは併用して実施して
も良い事は言うまでもない。The embodiments of the present invention have been described as the first, second and third embodiments.
Needless to say, these embodiments may be implemented alone or in combination depending on the conditions of improvement or site conditions.
【0023】[0023]
【発明の効果】本発明は土砂輸送装置で輸送中の土砂に
注入流体を供給し、攪拌混合を行うようにしたので、埋
立と地盤改良を同時に行うことが出来、工費の節約が図
れたのみでなく工期の短縮を図ることができた。また、
輸送装置の各部位から注入流体を供給できるようにした
ので、土砂の性状、改良条件、現場条件に適した経済的
な地盤改良を行うことができた。According to the present invention, the injection fluid is supplied to the earth and sand being transported by the earth and sand transportation apparatus, and the mixture is stirred and mixed. Therefore, the landfill and the ground improvement can be performed at the same time, and only the construction cost can be reduced. Instead, the construction period could be shortened. Also,
Since the injection fluid can be supplied from each part of the transportation device, economical soil improvement suitable for the properties of soil, improvement conditions, and site conditions could be performed.
【図1】この発明の土砂を改質しながら埋立地等処分地
へ土砂を輸送する方法に用いる土砂輸送装置のハウジン
グおよびロータの側断面図である。FIG. 1 is a side sectional view of a housing and a rotor of a sediment transporting apparatus used in a method of transporting sediment to a disposal site such as a landfill while reforming the soil according to the present invention.
【図2】同上の正断面図である。FIG. 2 is a front sectional view of the same.
【図3】輸送管内での土砂と注入流体との攪拌混合方法
の概念立面図である。FIG. 3 is a conceptual elevation view of a method of stirring and mixing earth and sand and an injection fluid in a transport pipe.
【図4】輸送管内での土砂と注入流体との攪拌混合方法
の概念平面図である。FIG. 4 is a conceptual plan view of a method of stirring and mixing earth and sand and an injection fluid in a transport pipe.
【図5】サイクロン式吐出体内での土砂と注入流体との
攪拌混合状態の概念図である。FIG. 5 is a conceptual diagram of a stirring and mixing state of earth and sand and an injection fluid in a cyclone type discharge body.
H ハウジング D 破砕機 T 圧送装置 R ロータ Tp 輸送管 S サイクロン式吐出体 N ノズル A 螺旋流 E 入口 F フロート 1 土砂投入口 2 排出口 3 土砂の受入口 4 ロータケース部 4a 周壁(一側) 4b 周壁(他側) 5 移送室 6 ブレード 7 空気噴出口 8 空気室 H Housing D Crusher T Pumping device R Rotor Tp Transport pipe S Cyclone discharge body N Nozzle A Spiral flow E Inlet F Float 1 Sediment inlet 2 Discharge port 3 Sediment receiving port 4 Rotor case part 4a Perimeter wall (one side) 4b Perimeter wall (other side) 5 Transfer chamber 6 Blade 7 Air jet port 8 Air chamber
───────────────────────────────────────────────────── フロントページの続き (72)発明者 多賀 富朗 東京都台東区柳橋2丁目17番4号 小野田 ケミコ株式会社内 (72)発明者 柴田 修 東京都台東区柳橋2丁目17番4号 小野田 ケミコ株式会社内 (72)発明者 中津留 建二 東京都台東区柳橋2丁目17番4号 小野田 ケミコ株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toro Taga 2-174-4 Yanagibashi, Taito-ku, Tokyo Inside Onoda Chemico Co., Ltd. (72) Inventor Osamu Shibata 2-174-4 Yanagibashi, Taito-ku, Tokyo Onoda Inside Chemiko Co., Ltd. (72) Inventor Kenji Nakatsuru 2-17-4 Yanagibashi, Taito-ku, Tokyo Onoda Chemiko Co., Ltd.
Claims (3)
送装置の土砂投入用ハウジングの上部から、前記土砂輸
送装置のロータの回転数より算出され投入された土砂
に、該投入土砂量に見合った量の注入流体を供給し、前
記ハウジング内の破砕機の回転と前記ロータ内の移送室
の残留空気が土砂内を上昇する際に生じる土砂の動きに
より、土砂と注入流体とを攪拌混合し、土砂の改質をし
ながら埋立地等処分地へ土砂を輸送する方法。1. An earth and sand calculated from a rotation speed of a rotor of the earth and sand transportation device, the amount of the earth and sand being input from an upper portion of a soil and earth loading housing of the earth and sand transportation device for transporting earth and sand to a disposal site such as a landfill. Supplying a suitable amount of the injection fluid, and mixing and mixing the earth and the injection fluid by the rotation of the crusher in the housing and the movement of the earth and sand generated when the residual air in the transfer chamber in the rotor rises in the earth and sand. And transporting sediment to landfills and other landfill sites while reforming the soil.
に投入され、破砕された土砂を輸送する輸送管の任意の
位置から注入流体を、輸送管の内圧を上回る圧力で輸送
管内に供給し、該輸送管内の土砂と空気とからなる流れ
によって生じる土砂の各種の運動エネルギーにより土砂
と注入流体とを攪拌混合し土砂の改質をしながら埋立地
等処分地へ土砂を輸送する方法。2. Injecting fluid is supplied into the transport pipe from an arbitrary position of the transport pipe which transports the crushed earth and sand which is thrown into the earth and sand input housing of the earth and sand transport apparatus and transports the crushed earth and sand, A method of transporting sediment to a disposal site such as a landfill site while agitating and mixing the earth and sand with various kinds of kinetic energy of the earth and sand generated by the flow of the earth and air in the transport pipe, and reforming the earth and sand.
に投入、破砕された土砂を輸送管により輸送し、該土砂
を埋立地等処分地に投下するサイクロン式吐出体の入り
口から注入流体を該サイクロン内部に供給し、吹き出さ
れる土砂の移動エネルギーにより土砂と注入流体とを、
前記サイクロン内で攪拌混合し、土砂の改質をしながら
埋立地等処分地へ土砂を輸送する方法。3. A cyclone-type discharge body for injecting fluid from an inlet of a cyclone-type discharging body for transporting crushed earth and sand into a sediment charging housing of the earth and sand transportation device and transporting the crushed earth and sand to a disposal site such as a landfill. The earth and sand and the injection fluid are supplied by the moving energy of the earth and sand that is supplied inside the cyclone and blown out.
A method of transporting sediment to a landfill or other disposal site while agitating and mixing in the cyclone to modify the soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16016296A JPH108496A (en) | 1996-06-20 | 1996-06-20 | Method for transporting sediment to disposal site such as reclamation site with improvement of sediment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16016296A JPH108496A (en) | 1996-06-20 | 1996-06-20 | Method for transporting sediment to disposal site such as reclamation site with improvement of sediment |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH108496A true JPH108496A (en) | 1998-01-13 |
Family
ID=15709209
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16016296A Pending JPH108496A (en) | 1996-06-20 | 1996-06-20 | Method for transporting sediment to disposal site such as reclamation site with improvement of sediment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH108496A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4897088A (en) * | 1987-08-28 | 1990-01-30 | Japan Synthetic Rubber Co., Ltd. | Dispersing agent and a solid fuel slurry composition containing the same |
JP2002059030A (en) * | 2000-08-11 | 2002-02-26 | Wakachiku Construction Co Ltd | Slow down cyclone excellent in stirring/kneading function of dredged mud and solidifing material |
CN107503292A (en) * | 2017-09-04 | 2017-12-22 | 岑森参 | A kind of bridge rapid construction device |
CN107503291A (en) * | 2017-09-04 | 2017-12-22 | 岑森参 | A kind of improved bridge rapid construction device |
-
1996
- 1996-06-20 JP JP16016296A patent/JPH108496A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4897088A (en) * | 1987-08-28 | 1990-01-30 | Japan Synthetic Rubber Co., Ltd. | Dispersing agent and a solid fuel slurry composition containing the same |
JP2002059030A (en) * | 2000-08-11 | 2002-02-26 | Wakachiku Construction Co Ltd | Slow down cyclone excellent in stirring/kneading function of dredged mud and solidifing material |
JP4573966B2 (en) * | 2000-08-11 | 2010-11-04 | 若築建設株式会社 | Reduced cyclone with excellent mixing and kneading function of dredged mud and solidified material |
CN107503292A (en) * | 2017-09-04 | 2017-12-22 | 岑森参 | A kind of bridge rapid construction device |
CN107503291A (en) * | 2017-09-04 | 2017-12-22 | 岑森参 | A kind of improved bridge rapid construction device |
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