JPS58899B2 - Continuous clay slurry production equipment - Google Patents
Continuous clay slurry production equipmentInfo
- Publication number
- JPS58899B2 JPS58899B2 JP54085351A JP8535179A JPS58899B2 JP S58899 B2 JPS58899 B2 JP S58899B2 JP 54085351 A JP54085351 A JP 54085351A JP 8535179 A JP8535179 A JP 8535179A JP S58899 B2 JPS58899 B2 JP S58899B2
- Authority
- JP
- Japan
- Prior art keywords
- crushing
- cone
- tank
- slurry
- filter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 title description 6
- 239000002002 slurry Substances 0.000 claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 239000004927 clay Substances 0.000 claims description 16
- 238000000227 grinding Methods 0.000 claims description 13
- 238000005520 cutting process Methods 0.000 claims description 11
- 239000002689 soil Substances 0.000 description 26
- 238000010298 pulverizing process Methods 0.000 description 17
- 239000000463 material Substances 0.000 description 7
- 230000002093 peripheral effect Effects 0.000 description 7
- 239000002245 particle Substances 0.000 description 6
- 238000002347 injection Methods 0.000 description 5
- 239000007924 injection Substances 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 239000010409 thin film Substances 0.000 description 1
Landscapes
- Crushing And Pulverization Processes (AREA)
- Disintegrating Or Milling (AREA)
Description
【発明の詳細な説明】
地下構造物を構築するシールド工事において、裏込め注
入材に現地発生土を利用することが多く行われている。[Detailed Description of the Invention] In shield work for constructing underground structures, locally generated soil is often used as a backfill injection material.
ところが上述発生土が砂等の粒子単位のものはそのまゝ
裏込め注入材として使用できるが、粘土等の粘性土は一
軸圧縮強度が極めて低い為、そのまゝ裏込め注入材とし
て使用できるものではないから、不良上として捨てられ
るか、または裏込め注入材として使用する場合は粒子単
位に粉砕して粘土スラリーとし、モルタル、セメント等
の固結剤を混合することで使用に耐え得るものであるが
、かゝる粘性土の粒子単位の粉砕は非常に困難とされて
いる。However, the above-mentioned generated soil in particle units such as sand can be used as is as a backfilling injection material, but clay and other clay soils have extremely low unconfined compressive strength, so they can be used as is as a backfilling injection material. Therefore, it is either discarded as defective, or when used as a backfilling material, it is made into clay slurry by pulverizing it into particles and mixing it with a solidifying agent such as mortar or cement. However, it is considered extremely difficult to crush such clay into particles.
従来上述粘性土の粉砕装置としては、
■、粘土溶解装置
2、ニューグラマシン
3、セメントミルクミキサー
4、粉砕ミキサー
5、タービンポンプ様式の自由粉砕機
その他ボールミン、バイブロ式が試験的に使用されたこ
とが報告されている。Conventional crushing equipment for the above-mentioned cohesive soil includes: (1) Clay dissolving device 2, New Gram Machine 3, Cement milk mixer 4, Grinding mixer 5, Turbine pump type free crusher, Ballmin, and Vibro type were used on a trial basis. has been reported.
しかも、上記1乃至4のものはバッチ式の粉砕機である
為、能力、大きさ、価格、省力化、自動化等の点で問題
があり、また、上記5のものは連続式であるが粘性土用
としては不適格であった。Moreover, since the above 1 to 4 are batch type crushers, there are problems in terms of capacity, size, price, labor saving, automation, etc.Also, the above 5 is a continuous type, but the viscosity It was unsuitable for domestic use.
そこで本発明は上述従来の事情に鑑みて検討の結果、現
地発生粘性土を裏込め注入材とすべく当該粘性土の粉砕
に適用される新規な連続粘土スラリー製造装置を提唱す
るものであって、粉砕槽内の材料通路を適当に形成して
、該通路部分に粉砕翼、ステータ、フィルタを適当に配
設することによって、適度の含水比を有する粘土スラリ
ーを連続加工できて、小形で加工単位容量を大ならしめ
ることを目的とするものである。Therefore, as a result of studies in view of the above-mentioned conventional circumstances, the present invention proposes a new continuous clay slurry manufacturing device that is applied to crush locally generated clay soil in order to use it as a backfilling injection material. By appropriately forming material passages in the crushing tank and appropriately arranging crushing blades, stators, and filters in the passages, it is possible to continuously process clay slurry with an appropriate moisture content, and it is possible to process it in a small size. The purpose is to increase the unit capacity.
以下本発明の一実施例を示した図面について詳述すれば
、第1図において、1はフレーム、2はフレーム1上に
立設した粉砕槽、3はフレーム1に内装した電動機を示
している。The drawings showing an embodiment of the present invention will be described in detail below. In FIG. 1, 1 shows a frame, 2 shows a crushing tank installed upright on the frame 1, and 3 shows an electric motor built into the frame 1. .
上記粉砕槽2は、上端の投入口4から下端に至るに従っ
て内径を徐々に拡大したテーパを有していて、粘性土が
内壁に付着し難く形成しであると共に、上側部及び下側
部にはそれぞれ注水口5゜5を備え、スラリーの含水比
を調整可能としである。The crushing tank 2 has a taper in which the inner diameter gradually increases from the input port 4 at the upper end to the lower end. Each of these is equipped with a water inlet 5°5 so that the water content ratio of the slurry can be adjusted.
また、上記注水口5,5は、小孔6a・・・・・・を適
宜間隔に多数細膜けである注水管6を粉砕槽2の内壁面
に沿って周設して、粉砕槽2内部に対し注水を均等に、
また、上部注水口5は粘性土の壁面付着を防止する役目
をも兼ねている。In addition, the water inlets 5, 5 are formed by installing a water inlet pipe 6, which is a thin film, with a large number of small holes 6a at appropriate intervals along the inner wall surface of the grinding tank 2. Inject water evenly into the interior.
The upper water inlet 5 also serves to prevent sticky soil from adhering to the wall surface.
上記粉砕槽2の下側部中心には回転軸7が、上記フレー
ム10図示しない軸承部に支持して突設されていて、そ
の粉砕槽2内に突出する部分をコーン部8に形成して、
該コーン部8と粉砕槽2の周壁面間に断面略V字形状で
平面環状の狭幅通路部9を形成してあり、該狭幅通路部
9において、上記コーン部8から半径方向へ突出する複
数個の粉砕翼10・・・・・・を上下二段に適宜間隔に
配設しであると共に、最上部にはカッティング翼11・
・・・・・を配設してあり、一方上記粉砕翼10・・・
・・・とカッティング翼11・・・・・・との間に配置
して複数個のステータ12・・・・・・が粉砕槽2の周
壁内面に固定して配設させである。A rotary shaft 7 is protruded from the center of the lower part of the pulverizing tank 2 and is supported by a shaft bearing (not shown) of the frame 10, and the part that projects into the pulverizing tank 2 is formed into a cone part 8. ,
A narrow passage portion 9 having an approximately V-shaped cross section and an annular planar shape is formed between the cone portion 8 and the peripheral wall surface of the crushing tank 2, and in the narrow passage portion 9, a narrow passage portion 9 protrudes from the cone portion 8 in the radial direction. A plurality of crushing blades 10 are arranged at appropriate intervals in two stages, upper and lower, and cutting blades 11 and
... are arranged, while the above-mentioned crushing blades 10...
A plurality of stators 12 are disposed between the stators 12 and the cutting blades 11, and are fixed to the inner surface of the peripheral wall of the crushing tank 2.
また、上記狭幅通路部9の下端最狭幅を下方から閉鎖す
るように、フィルタ13が粉砕槽2の周壁に適宜に固定
して配設してあり、その下側部における粉砕槽2の下底
に配設したレーキ14を介してスラリー排出口15と連
通させである。Further, a filter 13 is appropriately fixed to the peripheral wall of the crushing tank 2 so as to close the narrowest width at the lower end of the narrow passage section 9 from below, and a filter 13 is appropriately fixed to the peripheral wall of the crushing tank 2 at the lower side thereof. It communicates with a slurry discharge port 15 via a rake 14 disposed at the bottom.
また、上記粉砕槽2は、その少なくとも下側部は複数個
の短筒2a・・・・・・を同軸的にフランジ2′a・・
・・・・をボルト16止めして形成され、各短筒2a。Further, at least in the lower part of the crushing tank 2, a plurality of short cylinders 2a are coaxially connected to flanges 2'a...
Each short cylinder 2a is formed by fastening the ... with bolts 16.
2a間に挟着して一体にボルト16止めし、上記ステー
タ12・・・・・・及びフィルタ13は粉砕槽2に脱着
可能に装着しである。The stator 12 . . . and the filter 13 are removably attached to the crushing tank 2 .
また、上記フィルタ13は、第2図A、Bにそれぞれ示
した如く、孔明き板13aとメツシュ板13bの2種類
が用意されており、粉砕土の性状やスラリー仕様によっ
て交換して使用される。The filter 13 is available in two types, a perforated plate 13a and a mesh plate 13b, as shown in FIGS. 2A and 2B, and can be used interchangeably depending on the properties of the crushed soil and slurry specifications. .
さらに、粉砕槽2における周壁2′の上部内面には邪魔
板17が適当数脱着自在に装着してあって、粉砕土の粉
砕槽2内回転を阻止するようにしである。Furthermore, an appropriate number of baffle plates 17 are removably attached to the upper inner surface of the peripheral wall 2' of the pulverizing tank 2 to prevent rotation of the pulverized soil in the pulverizing tank 2.
また、上記回転軸7は、その粉砕槽2内への突出部7a
に、同軸7と別部材からなるコーン部材8aを冠着一体
化して形成される。Further, the rotating shaft 7 has a protruding portion 7a into the crushing tank 2.
It is formed by integrally attaching a cone member 8a, which is a separate member, to the coaxial shaft 7.
このようにすると、上記突出部7aとコーン部材8aを
分離して粉砕翼10・・・・・・の修理、交換等を便利
に行うことができる。In this way, the protruding portion 7a and the cone member 8a can be separated to conveniently repair, replace, etc. the crushing blades 10.
そしてまた、上記フィルタ13は、最下部粉砕翼10の
下面に近接して配設されるもので、このようにフィルタ
13を設けると、フィルタ13にステータの機能を兼備
できるから、未粉砕の塊りがあった場合に、1時期せき
止め、粉砕翼10との間で破壊することができる。Furthermore, the filter 13 is disposed close to the lower surface of the lowermost crushing blade 10, and by providing the filter 13 in this way, the filter 13 can also have the function of a stator. If there is a problem, it can be dammed up for a period of time and destroyed between it and the crushing blades 10.
さらに、前記排出口15には、開口面を無段階に変え得
るバルブ15aが組込まれていて、排出スラリー量を所
望量に調節することによって、粉砕土の粉砕槽2内滞留
時間を任意に調整し、粉砕度合を選択できるようにしで
ある。Further, the discharge port 15 has a built-in valve 15a that can change the opening surface steplessly, and by adjusting the amount of discharged slurry to a desired amount, the residence time of the crushed soil in the crushing tank 2 can be arbitrarily adjusted. However, the degree of grinding can be selected.
尚第1図において18は、粉砕槽2の底部に設けられた
スラリーの溜室、19は電動機軸3aと回転軸7を連動
連結する巻掛は伝達機構、20は電源切換スイッチを示
す。In FIG. 1, reference numeral 18 indicates a slurry storage chamber provided at the bottom of the crushing tank 2, 19 indicates a transmission mechanism that interlocks the motor shaft 3a and the rotating shaft 7, and 20 indicates a power changeover switch.
而して上記構成において、これを用いてスラリーを製造
する時は、電動機3を始動して回転軸7を駆動回転させ
た状態で、投入口4から粉砕土を連続的に粉砕槽2内に
投入しながら、注水口5゜5から水を所望量供給する。In the above configuration, when producing slurry using this, the crushed soil is continuously introduced into the crushing tank 2 from the input port 4 while the electric motor 3 is started and the rotating shaft 7 is driven and rotated. While charging, the desired amount of water is supplied from the water inlet 5°5.
図示例においては、上記粉砕の投入は重力を利用するこ
とになる。In the illustrated example, the pulverization is performed using gravity.
投入された粉砕土は、まずカッティング翼11・・・・
・・により塊りを大まかに切断、破壊して、粉砕土が粉
砕槽2内の上部に詰まるのを防止し、このことにおいて
、適当な大きさに破壊した粉砕土は回転部、すなわら、
狭幅通路部9に降下する。The input crushed soil is first passed through the cutting blade 11...
... to roughly cut and destroy the lumps to prevent the crushed soil from clogging the upper part of the crushing tank 2, and in this way, the crushed soil crushed to an appropriate size is transferred to the rotating part, i.e. ,
It descends into the narrow passage section 9.
狭幅通路部9に降下した粉砕土は、その降下中に、高速
で回転する粉砕翼10・・・・・・によって破壊される
。The crushed soil that has descended into the narrow passage section 9 is destroyed by the crushing blades 10 rotating at high speed during its descent.
この時、粉砕翼10・・・・・・とカッティング翼11
間に配置しであるステータ12・・・・・・は、粉砕槽
2内における粉砕土が粉砕翼10・・・・・・の回転と
共に回流するのを阻止することになるので、上記狭幅通
路部9内を粉砕土は所望の速度で一定方向へ降下するこ
とゝなって、上記破壊は均一に行われるのである。At this time, the crushing blade 10... and the cutting blade 11
The stator 12 disposed in between prevents the crushed soil in the crushing tank 2 from circulating with the rotation of the crushing blades 10. The crushed soil descends in a fixed direction at a desired speed within the passage section 9, so that the destruction described above is uniformly performed.
また、狭幅通路部9は、回転軸7をコーン部8として、
該コーン部8と粉砕槽2における周壁2′内面間に形成
しであるので、粉砕翼10・・・・・・の周速度の高い
ところで粉砕土を破壊する為、その破壊は効率良く行わ
れる。Further, the narrow passage section 9 has the rotating shaft 7 as a cone section 8,
Since it is formed between the cone portion 8 and the inner surface of the peripheral wall 2' of the crushing tank 2, the crushed soil is destroyed at a high circumferential speed of the crushing blades 10, so that the destruction is carried out efficiently. .
このようにして粉砕土が粒子単位に破壊されてできたス
ラリーは、フィルタ13を通して溜室18に流出し、該
溜室18内のスラリーはレーキ14によって排出口15
に円滑に送り出されて所定の位置に取り出される。The slurry created by breaking the crushed soil into particles in this way flows out into the reservoir chamber 18 through the filter 13, and the slurry in the reservoir chamber 18 is passed through the discharge port 15 by the rake 14.
It is smoothly fed out and taken out to a predetermined position.
また、バルブ15aを任意に操作して排出口15からの
排出スラリー量を調節することで、粉砕槽2内での粉砕
土滞留時間を調整できるので、粉砕度を所望値に選定す
ることができる。Furthermore, by arbitrarily operating the valve 15a to adjust the amount of slurry discharged from the discharge port 15, the residence time of the crushed soil in the crushing tank 2 can be adjusted, so the degree of crushing can be selected to a desired value. .
勿論、スラリーとしての含水比は、注水口5゜5の操作
によって、注水量を増減することで任意に調節できる。Of course, the water content ratio of the slurry can be adjusted as desired by increasing or decreasing the amount of water injected by operating the water inlet 5.5.
つぎに本発明装置を表−1、表−2の条件下でフィルタ
13を孔明き板13aとメツシュ板13bの場合におい
て粉砕翼100回転数を変えて行った実験による測定値
を別表に示す。Next, the measured values are shown in the attached table, which was obtained by conducting an experiment using the apparatus of the present invention under the conditions shown in Tables 1 and 2, using the perforated plate 13a and the mesh plate 13b as the filter 13, and changing the number of revolutions of the crushing blade 100.
以上の粉砕実験の結果、粉砕スラリー製造能力は、毎分
601(スラリー比重1.17〜1.27)程度であっ
たが、最大能力としては、毎分801以上あると思われ
る。As a result of the above pulverization experiment, the pulverized slurry production capacity was approximately 601 per minute (slurry specific gravity 1.17 to 1.27), but the maximum capacity is thought to be 801 per minute or more.
また、粉砕スラリーの粉砕状態(残留率)等においては
、次の様なことが明らかになった。In addition, the following was clarified regarding the pulverization state (residual rate) of the pulverized slurry.
第3図乃至第7図において、粉砕翼回転数と残留率は、
(1)回転数42Orpmでの2mmオーバー残留率は
16%(孔明き板フィルタ)以下であり充分な能力であ
る。In FIGS. 3 to 7, the rotational speed of the crushing blade and the residual rate are as follows: (1) The residual rate over 2 mm at the rotational speed of 42 rpm is 16% or less (perforated plate filter), which is sufficient capacity.
(2)回転数720.1.00Orpmでの2mmオー
バー残留率はほとんどOである。(2) The residual rate over 2 mm at a rotational speed of 720.1.00 rpm is almost O.
(3)回転数42Orpmと72Orpmとの間に粉砕
の分岐点がある。(3) There is a pulverization branch point between the rotational speeds of 42 Orpm and 72 Orpm.
粉砕土投入量の違いによる粉砕状態は、投入量。The pulverization condition due to the difference in the amount of crushed soil input is the amount of input.
30kg/mvtin(粉砕スラリー比重1.20前後
)と、40kg/min (粉砕スラリー比重1.25
前後)でほとんど変わらない。30kg/mvtin (ground slurry specific gravity around 1.20) and 40kg/min (ground slurry specific gravity 1.25)
Before and after) there is almost no difference.
また、フィルタ13の違いによる残留率は、(1)孔明
き板フィルタ13aとメッシュ板フィルタ13bを比較
すると、420rpmにおいて、残留率が15%と3%
で10%以上の差がある。In addition, the residual rate due to differences in the filter 13 is as follows: (1) Comparing the perforated plate filter 13a and the mesh plate filter 13b, the residual rate is 15% and 3% at 420 rpm.
There is a difference of more than 10%.
(2)回転数720.1.00Orpmでは回転数によ
る影響が大きく、フィルタ13の違いによる残留率の差
はほとんどない。(2) At the rotational speed of 720.1.00 rpm, the influence of the rotational speed is large, and there is almost no difference in the residual rate depending on the filter 13.
第8図において、回転数と電流値及び負荷率は回転数4
20,720,1100Orpで電流10゜15.18
A程度であり、定格44A(IIKWモータ)に対し負
荷率40,34.23%程度であった。In Figure 8, the rotation speed, current value, and load factor are rotation speed 4.
Current 10°15.18 at 20,720,1100 Orp
A, and the load factor was about 40.34.23% for the rated 44A (IIKW motor).
但し瞬間最大電流は回転数420,720゜1.00O
rpmで13,20,25Aであった。However, the instantaneous maximum current is rotation speed 420,720° 1.00O
It was 13, 20, 25A at rpm.
また、粉砕土投入量の違いによる電流値は、回転数1.
00Orpmにおいて、投入量30kg/minと40
kg/minとでは2A程度の差しかない。In addition, the current value due to the difference in the amount of crushed soil input is the rotation speed 1.
At 00Orpm, input amount is 30kg/min and 40
kg/min, there is only a difference of about 2A.
また、回転数が少なくなるにしたがって電流値の差は少
ない。Furthermore, as the number of rotations decreases, the difference in current values decreases.
以上の連続粘土粉砕実験結果から粉砕状態(残留率)を
見ると、役人材料条件、一軸圧縮強度qu2.5t/m
2.粘着力C2t/m2の粘土では、回転数42Orp
mと72Orpmとの間に完全粉砕状態になる分岐点が
ある。Looking at the pulverization state (residual rate) from the above continuous clay pulverization experiment results, the official material conditions, unconfined compressive strength qu2.5t/m
2. For clay with adhesive force C2t/m2, rotation speed is 42Orp.
There is a branch point between m and 72 Orpm at which a completely pulverized state occurs.
このことから回転数は700rpm程度で充分に粉砕が
出来ることを確認した。From this, it was confirmed that sufficient pulverization could be performed at a rotational speed of about 700 rpm.
また実験と平行しての現場施工での粘土粉砕でもqu
3.5t/m2程度の粘土を多少の切込みの悪さはあっ
たが充分の粉砕を確認した。In addition, clay crushing during on-site construction in parallel with the experiment also
Approximately 3.5 t/m2 of clay was confirmed to be sufficiently pulverized, although the cutting depth was somewhat poor.
また、フィルタ13の違いによる粉砕状態(残留率)は
回転数42Orpmではメッシュ板フィルタ13bの方
が孔明き板フィルタ13aに比べて良いが、回転数72
Orpm以上ではほとんど差がないことゝ、摩耗等によ
るフィルタ寿命を考えると孔明き板フィルタ13aが良
いと思われる。In addition, regarding the pulverization state (residual rate) due to differences in the filters 13, the mesh plate filter 13b is better than the perforated plate filter 13a at a rotation speed of 42 rpm, but
There is almost no difference above Orpm. Considering the filter life due to wear etc., it seems that the perforated plate filter 13a is better.
上述実験装置では、余裕をもって電動機(11KW)を
使用したが、電動負荷率は35%程度(回転数72Or
pm)であることから、出カフ、5KWの電動機で充分
と思われる。In the above experimental device, an electric motor (11KW) was used with a margin, but the electric load factor was about 35% (rotation speed 72Or).
pm), it seems that a 5KW electric motor is sufficient for the output cuff.
以上説明したように本発明のスラリー製造装置は、上端
に投入口4、下端にスラリー排出口15を有する粉砕槽
2は、その上端近傍から下端近傍に至る部分の内周が下
向きに拡大するテーパ形状となっており、当該粉砕槽2
の上記テーパ内面は上下方向の邪魔板17を備えており
、上記粉砕槽2の底面中心よりその内部上方へ突出した
回転軸7の内端にはコーン部8を設けて、当該コーン部
8とこれの周囲をとり囲う粉砕槽2下側部内壁面との間
に狭幅通路部9を形成し、該通路部9には、コーン部8
及び粉砕槽2内壁面から夫々半径方向へ突出する粉砕翼
10及びステータ12を相互に変位させて配設すると共
に、狭幅通路部9下端最狭部にはフィルタ13を上記ス
ラリー排出口15と連通可能に配設し、該コーン部8の
最上部にはカッティング翼11を、同最下部には上記フ
ィルタの上部に近接して最下位の粉砕翼10を配設し、
上記粉砕槽2のテーパ上端内周面には注水口5を設け、
さらにコーン部8の上下方向中間部と対応する粉砕層2
下側部の内壁面にも注水口5を設けてなるので同装置に
よれば、粉砕槽2内部に設けた平面環状をなす狭幅通路
9部分において、粉砕翼10・・・・・・の周速度の高
いところで粘性土を粒子単位に効率良く破壊することが
できて、しかも、連続してスラリー加工ができるから、
装置を小形としながら単位容量を大きくできるものであ
り、従って、シールド裏込め作業等を、現場作業方式に
よって、現地発生粘性土を粘土スラリーに加工して裏込
め作業を効率良く、経済的に実施できる利点がある。As explained above, in the slurry manufacturing apparatus of the present invention, the crushing tank 2 having the input port 4 at the upper end and the slurry discharge port 15 at the lower end has a tapered shape in which the inner circumference of the portion from near the upper end to near the lower end expands downward. shape, and the crushing tank 2
The tapered inner surface of is provided with a baffle plate 17 in the vertical direction, and a cone portion 8 is provided at the inner end of the rotary shaft 7 that protrudes upward from the center of the bottom surface of the crushing tank 2. A narrow passage part 9 is formed between the inner wall surface of the lower side of the crushing tank 2 surrounding this, and a cone part 8 is formed in the passage part 9.
The crushing blades 10 and the stator 12 which respectively protrude in the radial direction from the inner wall surface of the crushing tank 2 are disposed so as to be displaced from each other, and a filter 13 is connected to the slurry discharge port 15 at the narrowest part of the lower end of the narrow passage section 9. A cutting blade 11 is disposed at the top of the cone portion 8, and a lowest crushing blade 10 is disposed at the bottom of the cone portion 8 in close proximity to the top of the filter.
A water inlet 5 is provided on the inner peripheral surface of the tapered upper end of the grinding tank 2,
Furthermore, the crushing layer 2 corresponding to the vertically intermediate portion of the cone portion 8
Since the water inlet 5 is also provided on the inner wall surface of the lower part, according to the device, the crushing blades 10... Because it can efficiently break down clay soil into particles at high circumferential speeds, and can process slurry continuously,
The unit capacity can be increased while making the device compact. Therefore, shield backfilling work can be carried out efficiently and economically by processing locally generated clay soil into clay slurry using an on-site method. There are advantages that can be achieved.
特に本発明の場合、粉砕槽2の上記所定部内周を下向き
に拡大するテーパ状としたので、その内部へ投入された
粘性土は拡散しやすく、かつ、この状態において上位の
注水口から注水を受けるのでその拡散は助長され、それ
に上記テーパ部内周には上下方向の邪魔板17による切
砕作用もあるので、これら3つの相乗作用によりかなり
程度の進んだ1次粉砕を受けることになる。In particular, in the case of the present invention, the inner periphery of the predetermined portion of the crushing tank 2 is tapered to expand downward, so that the clay soil poured into the tank is easily spread, and in this state, water cannot be injected from the upper water inlet. The dispersion of the particles is promoted, and since there is also a cutting action by the vertical baffle plate 17 on the inner periphery of the tapered portion, the synergistic effect of these three causes the primary grinding to be quite advanced.
もちろんこの際、粉砕槽2の上記内壁はテーパ状であり
邪魔板17もあるので、当該内壁に粘性土が付着するこ
とはない。Of course, at this time, since the inner wall of the crushing tank 2 is tapered and there is also the baffle plate 17, the clay soil will not adhere to the inner wall.
したがって上記1次粉砕後の粘性土がカッティング翼1
1によって前段の粉砕を受け、その後粉砕翼10とステ
ータ12によって後段の粉砕混練を受けるとき、これの
スラリー化か高速化されることとなり、しかもこの際の
2次粉砕を行なうとき、その粉砕混練部にも注水口5か
ら注水できるので、当該注水により2次粉砕の能率も高
められ、水分のみ流下してしまって適度の含水率が得難
いといったことがないのはもちろん、当該注水によって
ステータ12等への粘土の付着も防ぐことができる。Therefore, the clay soil after the above-mentioned primary crushing is applied to the cutting blade 1.
1, and then subjected to subsequent pulverization and kneading by the crushing blades 10 and stator 12, the speed of turning this into a slurry is increased, and when performing the secondary pulverization at this time, the pulverization and kneading are Since water can be injected into the stator 12 etc. from the water inlet 5, the efficiency of secondary grinding is also increased by the water injection, and it is not only possible to prevent the water from flowing down and making it difficult to obtain an appropriate moisture content. It can also prevent clay from adhering to the surface.
第1図は本発明に係る連続粘土スラリー製造装置の一実
施例を示した生新正面図、第2図A、Bは同装置におけ
るフィルタの変形例をそれぞれ示した各平面図、第3図
乃至第7図は同装置の実験値に基き回転数と残留率との
関係をそれぞれ示した各グラフ、第8図は同装置の実験
値に基き回転数と電流値との関係を示したグラフである
。
2・・・・・・粉砕槽、4・・・・・・投入口、5・・
・・・・注水口、7・・・・・・回転軸、8・・・・・
・コーン部、8a・・・・・・コーン部材、9・・・・
・・狭幅通路部、10・・・・・・粉砕翼、11・・・
・・・カッティング翼、12・・・・・・ステータ、1
3・・・・・・フィルタ、15・・・・・・スラリー排
出口。Fig. 1 is a new front view showing one embodiment of the continuous clay slurry production device according to the present invention, Figs. 2A and B are plan views showing modified examples of the filter in the same device, and Fig. 3 Figures 7 to 7 are graphs showing the relationship between rotational speed and residual rate based on experimental values of the same device, and Figure 8 is a graph showing the relationship between rotational speed and current value based on experimental values of the same device. It is. 2... Grinding tank, 4... Inlet, 5...
...Water inlet, 7... Rotation shaft, 8...
・Cone part, 8a... Cone member, 9...
...Narrow passage section, 10...Crushing blade, 11...
... Cutting blade, 12 ... Stator, 1
3...Filter, 15...Slurry discharge port.
Claims (1)
槽は、その上端近傍から下端近傍に至る部分の内周が下
向き拡大するテーパ形状となっており、当該粉砕槽の上
記テーパ内面は上下方向の邪魔板を備えており、上記粉
砕槽の底面中心よりその内部上方へ突出している回転軸
の内端にはコーン部を設けて、当該コーン部とこれの周
囲をとり囲う粉砕槽下側部内壁面との間に狭幅通路部を
形成し、該通路部には、コーン部及び粉砕槽内壁面から
夫々半径方向へ突出する粉砕翼及びステータを相互に変
位させて配設すると共に、狭幅通路部下端量狭部にはフ
ィルタを上記スラリー排出口と連通可能に配設し、該コ
ーン部の最上部にはカッティング翼を、同最下部には上
記フィルタの上部に近接して最下位の粉砕翼を配設し、
上記粉砕槽のテーパ上端内周面には注水口を設け、さら
にコーン部の上下方向中間部と対応する粉砕層下側部の
内壁面にも注水口を設けてなることを特徴とする連続粘
土スラリー製造装置。1 A grinding tank having an input port at the top end and a slurry discharge port at the bottom end has a tapered shape in which the inner periphery of the portion from near the top end to near the bottom end expands downward, and the tapered inner surface of the grinding tank expands in the vertical direction. A cone part is provided at the inner end of the rotating shaft that protrudes upward from the center of the bottom surface of the grinding tank, and a cone part is provided in the lower part of the grinding tank surrounding the cone part. A narrow passage is formed between the wall and the passage, and in the passage, crushing blades and a stator that protrude in the radial direction from the cone and the inner wall of the crushing tank are disposed so as to be displaced from each other. A filter is disposed in the narrow portion at the lower end of the passage so as to be able to communicate with the slurry discharge port, a cutting blade is provided at the top of the cone portion, and a cutting blade is provided at the bottom of the cone portion adjacent to the top of the filter. A crushing blade is installed,
A continuous clay characterized in that a water inlet is provided on the inner circumferential surface of the tapered upper end of the grinding tank, and a water inlet is also provided on the inner wall surface of the lower part of the grinding layer corresponding to the vertically intermediate part of the cone part. Slurry manufacturing equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54085351A JPS58899B2 (en) | 1979-07-05 | 1979-07-05 | Continuous clay slurry production equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54085351A JPS58899B2 (en) | 1979-07-05 | 1979-07-05 | Continuous clay slurry production equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5610341A JPS5610341A (en) | 1981-02-02 |
JPS58899B2 true JPS58899B2 (en) | 1983-01-08 |
Family
ID=13856254
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP54085351A Expired JPS58899B2 (en) | 1979-07-05 | 1979-07-05 | Continuous clay slurry production equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58899B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0231619U (en) * | 1988-08-18 | 1990-02-28 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5238784U (en) * | 1975-09-12 | 1977-03-18 |
-
1979
- 1979-07-05 JP JP54085351A patent/JPS58899B2/en not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5238784U (en) * | 1975-09-12 | 1977-03-18 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0231619U (en) * | 1988-08-18 | 1990-02-28 |
Also Published As
Publication number | Publication date |
---|---|
JPS5610341A (en) | 1981-02-02 |
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