JPH1181370A - Method and device for supplying and kneading additive to soil and sand during air mixture pumping - Google Patents

Abstract

PROBLEM TO BE SOLVED: To conduct the agitation and collisions of soil-sand plugs in an expanded pipe repeatedly, and to knead an additive and soil and sand uniformly by supplying the additive into the inside of the expanded pipe having a pipe diameter larger than a conveying pipe connected on its midway to the conveying pipe for pumping the soil and sand mixture with the additive by compressed air. SOLUTION: An expanded pipe 8 having a pipe diameter larger than a conveying pipe 2 is coupled on its midway to the conveying pipe 2, and the conveying pipe 2 having the pipe diameter smaller than the expanded pipe 8 is connected to the outlet of the expanded pipe 8 and soil and sand S are forcibly fed. The inside of the expanded pipe 8 is supplied with the additive X from a supply port 17 formed near the inlet of the expanded pipe 8 together with compressed air A from a compressor 16. When soil-sand plugs are infiltrated into the expanded pipe 8, the soil-sand plugs are agitated by the sudden expansion of a pipe cross section, the additive X and soil and sand S are kneaded, the soil-sand plugs are formed again in the conveying pipe 2 coupled to the outlet of the expanded pipe 8, and the additive X and soil and sand S are kneaded. Accordingly, soil and sand S can be fed uniformly with the additive X by repeating the agitation and collisions of the soil-sand plugs without separately using a kneaded, and effective and economical kneading can be conducted.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for supplying a solidifying material such as cement or lime, or an additive such as coal or foam beads, into compressed earth by means of compressed air, which is conveyed in a pumping pipe in a state of repeated plug formation and collapse. The present invention also relates to a method and an apparatus for supplying and kneading an additive to earth and sand during mixing and kneading while mixing.

[0002]

2. Description of the Related Art Conventionally, when a viscous soil having a high water content ratio is fed under a mixed pressure using compressed air, when compressed air indicated by an arrow A is supplied to soil S in a pipeline 1 shown in FIG. From the state in which the sediment S accumulates in the lower part of the pipeline 1 and the compressed air A flows through the upper part of the pipeline 1, the upper part of the accumulated sediment S becomes wavy as shown in FIG. As shown at 15, the earth and sand S blocks the inside of the pipe 1 and forms a plug. Sending the earth and sand S in such a state is referred to as mixed pressure sending.

As a result, the sediment S is pumped through the pipeline 1 by the compressed air A, and returns to a state close to that shown in FIG. 13 again. The phenomenon shown in FIGS. 14 and 15 occurs and is repeated. As described above, the soil S travels in the pipeline 1 while repeating the formation and collapse of the plug in the pipeline 1, so that the portion to which only air is sent and the portion to which the soil S is sent alternately pass. Will be.

Therefore, when an additive such as a solidifying material is to be put into such a plug of soil S, the additive enters not only the portion of the soil S in FIG. 16 but also the portion of the air A. In addition, it is not only uneconomical, but also it is difficult to uniformly supply and knead the additive to the earth and sand S, and there is a problem that a separate kneading apparatus must be used.

[0005]

SUMMARY OF THE INVENTION According to the present invention, while the earth and sand are being mixed and pressure-fed by a pressure feed pipe, turbulence and collision of the earth and sand plugs are repeatedly performed without using a separate kneading apparatus to solidify the earth and sand. Provided is a method and apparatus for supplying and kneading an additive to earth and sand during mixed pressure feeding, in which an additive such as a material can be uniformly supplied and kneaded.

[0006]

According to the present invention, an enlarged pipe having a diameter larger than that of the pressure pipe is connected to the middle of the pressure pipe for feeding the soil with mixed pressure, and the diameter of the expanded pipe is smaller than the diameter of the enlarged pipe at the outlet of the enlarged pipe. In addition to connecting the pressure feed pipe, the additive is supplied into the expansion pipe by compressed air, and the additive and soil are kneaded by the turbulence and collision of the earth and sand plug in the expansion pipe. It consists of a material supply kneading method.

Further, the present invention comprises a method for supplying and kneading an additive to earth and sand during mixed-pressure feeding in which a projection or a baffle arranged in the above-mentioned expanding pipe and a sediment plug collide with the inside of the expanding pipe. It consists of a method of supplying and kneading the additive to the earth and sand during the mixed pressure feeding in which the additive is always supplied together with the compressed air into the expansion pipe. Further, the present invention provides a method for kneading an additive to kneading earth and sand during mixed pressure feeding, in which the additive is supplied by compressed air at a position near the inlet of the expansion pipe, and kneading by a collision device at a discharge port of the pressure feeding pipe. And a method of supplying and kneading the additive to the earth and sand during the mixed pressure feeding, in which the earth and sand collide with each other to muffle the sound at the time of discharge.

Further, the apparatus for supplying and kneading an additive to earth and sand during mixed pressure feeding to which the method of the present invention can be applied is an enlarged pipe having a diameter larger than that of the pressure feeding pipe in the middle of the pressure feeding pipe for feeding soil and mixed pressure. The expansion pipe is provided with a supply port for supplying the additive material by compressed air, and a pressure feed pipe having a smaller diameter than the expansion pipe is connected to the outlet of the expansion pipe. And disposing a projection or baffle plate in the above-mentioned magnifying tube.

Further, the apparatus of the present invention is provided with a supply port for supplying the additive by the compressed air at a position close to the inlet of the magnifying pipe. Attach a collision device to the exit.

[0010]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment of a method and an apparatus for supplying and kneading an additive to earth and sand during mixed-pressure feeding according to the present invention will be described. FIG. 2 is a schematic layout diagram showing a flow of a material supply kneading apparatus, and in this embodiment, earth and sand S transported by an earth transport vessel 10;
Is fed into the hopper 13 by the backhoe 12 on the pumping ship 11, is pumped to the pumping pipe 2 by the pump 14 on the pumping ship 11, and is further driven by the generator 15.
By injecting compressed air A into the pumping pipe 2 at 6,
As described with reference to FIGS. 13 to 16, the earth and sand S are sent under the mixed pressure by the feed pipe 2.

Next, in the middle of the above-mentioned pumping tube 2,
An enlarged pipe 8 having a larger pipe diameter is connected, and a pressure-feeding pipe 2 having a smaller pipe diameter than the enlarged pipe 8 is connected to the outlet of the expanded pipe 8 so that the earth and sand S is sent under a mixed pressure in the flow direction of arrow F. I have.
Further, a supply port 17 for supplying an additive X such as a solidified material is provided at a position close to the inlet of the expansion pipe 8, and together with compressed air A from a compressor 16 driven by a generator 15, a supply port 18 is provided. Is always supplied from the supply port 17 into the magnifying tube 8.

Reference numeral 19 in FIG. 1 denotes an additive silo for storing an additive X such as a solidified material. Next, a mud discharge pit 2 for muddy the soil S sent by mixed pressure through the pressure feed pipe 2.
A collision device 20 such as a cyclone is attached to the discharge port of the pressure feed pipe 2 located at 3.

As the collision device 20, for example, a cyclone type device as shown in FIG. 8 which is a side sectional view of FIG. 8 and a plan sectional view thereof can be used. In this case, the cross-sectional area of the pumping pipe 2 is increased at the point V to separate the soil S in two directions to reduce the pumping speed, and the sand S which is going to rotate by centrifugal force is collided at the point W. ,
The additive material X and the earth and sand S are kneaded, the energy of the air and the earth and sand S is annihilated, the collision of the released earth and sand S is softened, and the earth and sand S is separated from the air. The air is released, and the air is released into the atmosphere from the upper outlet 21.

By installing such a collision device 20, it is possible to provide a kneading effect of the additive material X and the earth and sand S at the distal end portion of the pressure feed pipe 2 as well as a silencing effect when the earth and sand is discharged. In FIG. 1, the earth and sand S discharged from the discharge port 21 of the collision device 20 via the pressure feed pipe 2 at the mud pit 23 is carried to the curing pit 26 by the carrier dump 25.

Next, a state in which the additive X such as a solidified material is supplied and kneaded to the earth and sand S which is fed under the pressure in the pressure feed pipe 2 by applying the additive supply and kneading apparatus described above will be described. As shown in FIG. 2, the additive X is injected into the enlarged pipe 8 from the supply port 17 by compressed air A into the earth and sand S which has been pressure-fed from the pressure pipe 2 to the enlarged pipe 8. A certain amount of sediment S accumulates in layers at the bottom of the pipe.

Next, as shown in FIG. 3, when the earth and sand plugs enter the expansion pipe 8 in the flow direction F from the state of FIG. 2, the pipe section from the pumping pipe 2 to the expansion pipe 8 sharply expands. As a result, the earth and sand plug is disturbed, and the additive X and the earth and sand S are kneaded. Further, the earth and sand plug advances in the expansion pipe 8, and this time, as shown in FIG. Earth and sand S are kneaded.

Next, as shown in FIG. 5, the earth and sand plug is formed again in the pressure feed pipe 2 connected to the outlet of the expansion pipe 8, and the additive X and the earth and sand plug are kneaded. 2 to 5 described above.
By the phenomena as described in the above, the additive X is supplied to the sediment S which is being sent under the mixed pressure in the expansion pipe 8, and the soil S and the additive X are kneaded, but enter the expansion pipe 8. Since the size and the interval of the earth and sand plug are almost constant, the addition material X can be added to the earth and sand S at a fixed rate and uniformly kneaded if the supply amount of the addition material X is kept constant.

Further, as shown in FIG. 6, the supply port 17 for the additive X is provided at a position near the inlet of the expansion pipe 8, so that
Without the earth and sand plug coming into contact with the supply port 17, the arrow K in the figure
Since the portion indicated by is always kept in the air, the supply port 17
There is no risk of clogging. Further, as shown in FIG. 7, by disposing the projection 24 and the baffle plate in the enlarged tube 8,
The earth and sand plug collides with the projection 24 and the baffle plate, the earth and sand plug is disturbed, and the chance of mixing the earth and sand S and the additive X increases.

As the additive X supplied to the earth and sand S being sent under mixed pressure by the method and apparatus of the present invention, coal ash, foamed beads and the like can be applied in addition to the above-mentioned solidified products such as cement and lime. Next, the results of experiments performed by the present inventors using a model of the additive supply and kneading apparatus having the configuration of the present invention will be described. Therefore, by using an aqueous solution of carboxymethyl cellulose (CMC) having the same characteristics as the soil S and using polystyrene particles as the additive X to be supplied into the expansion pipe 8, the mixing state can be visually discriminated, Is not mixed = 0, mixing is weak =
1, mixing = 2.

Since it was found that the presence or absence of the mixing was due to the change in the viscosity of the liquid, the analysis was conducted by considering the Reynolds number as an index of the mixing. This Reynolds number was calculated using the equation Re = ρvD / η, where ρ is the density of the CMC aqueous solution, v is the plug speed in the pumping tube,
d is the diameter of the pumping pipe, η is the apparent viscosity of the CMC aqueous solution, and the mixing discrimination is as shown in the following table. The comparison with the Reynolds number is a diagram of the mixing discrimination visually in FIG.

[0021]

[Table 1]

FIG. 10 confirms that mixing occurs when the Reynolds number is 500 or more. Next, when designing the expansion pipe 8, an experiment was conducted on the determination of the pipe diameter under the condition that the Reynolds number was 500 or more, and mixing was performed based on the ratio of the pipe diameter of the expansion pipe 8 to the pipe diameter of the pumping pipe 2. FIG. 11 is a diagram showing the mixture discrimination of the enlarged tube diameter ratio in FIG.

Here, when the expansion pipe 8 is not used, no mixing is performed.
It was confirmed that sufficient mixing was performed at double the amount. Furthermore, experiments have confirmed that if the length of the expanding tube 8 is too long, the generated vortex becomes a wave phenomenon and the effect is reduced. That is, FIG. 12 is a diagram comparing the degree of mixing by the ratio L / D of the length L of the expanding tube 8 and the diameter D of the expanding tube 8,
Also in this case, the mixture discrimination at the time of Reynolds number 500 or more is shown, and the length L of the expanding pipe 8 is 6 to 1 of the pipe diameter D.
It was confirmed that a sufficient mixing effect was obtained in the range of 4 times.

[0024]

According to the above-described method and apparatus for supplying and kneading the additive to the earth and sand during the mixed pressure feeding according to the present invention, the kneading apparatus is separately provided only by connecting the expansion pipe to the pressure feeding pipe for the mixed pressure feeding. Without using, the turbulence and collision of the earth and sand plug can be repeatedly performed to uniformly supply an additive such as a solidified material to the earth and sand, and effective and economical kneading can be performed.

Further, in the present invention, since the supply port of the additive is provided at a position close to the entrance of the expansion pipe, the feed port of the additive is not clogged and smooth feeding of the sediment is performed. By arranging the projections and the like, an effect of increasing the chance that the earth and sand plug collides with the projections and the like and mixes the earth and sand with the additive can be obtained.

[Brief description of the drawings]

FIG. 1 is a schematic layout diagram showing a flow of an embodiment of an additive supply / kneading apparatus of the present invention.

FIG. 2 is an explanatory sectional view showing a situation when an additive is injected into the enlarged tube of FIG. 1;

FIG. 3 is an explanatory cross-sectional view showing a situation where the earth and sand plug is disturbed in the enlarged pipe of FIG. 1;

FIG. 4 is an explanatory cross-sectional view showing a situation in which a sediment plug is disturbed at the outlet of the enlarged pipe of FIG.

FIG. 5 is an explanatory cross-sectional view showing a state of earth and sand plug reforming in a pressure feeding pipe connected to the enlarged pipe of FIG. 1;

FIG. 6 is an explanatory cross-sectional view showing a state in which the additive supply port of the magnifying tube of FIG. 1 is kept in the air state.

FIG. 7 is an explanatory cross-sectional view showing a situation where a sediment plug is disturbed by providing a projection in the enlarged pipe of FIG. 1;

FIG. 8 is a side sectional view showing an example of a collision device attached to a discharge port of the pressure feed pipe of FIG.

FIG. 9 is a plan sectional view of FIG. 8;

FIG. 10 is a diagram showing a mixture discrimination visually in an experiment performed using a model of the apparatus of FIG. 1;

FIG. 11 is a diagram showing a mixed discrimination of an enlarged pipe diameter ratio in the experiment of FIG. 1;

FIG. 12 is a diagram showing a mixed discrimination of an enlarged tube length ratio in the experiment of FIG. 1;

FIG. 13 is an explanatory diagram showing a state in which compressed air is supplied to earth and sand in a pipeline.

FIG. 14 is an explanatory view showing a state in which the upper part of the earth and sand is wavy from the state of FIG.

FIG. 15 is an explanatory view showing a state where earth and sand are plugged in the pipe from the state of FIG. 14;

FIG. 16 is an explanatory diagram showing a state of a plug of earth and sand fed by mixed pressure by repeating the states of FIGS. 13 to 15;

[Explanation of symbols]

 2 pumping pipe 8 expansion pipe 17 supply port 20 collision device A compressed air S earth and sand X additive

Claims (9)

[Claims] An enlarged pipe having a larger diameter than the pressure pipe is connected to the middle of the pressure pipe for feeding the mixed pressure of earth and sand, and a pressure pipe having a smaller diameter than the enlarged pipe is further connected to an outlet of the enlarged pipe. A method of supplying and mixing an additive to soil during mixing pressure feeding, in which the additive is supplied into the expansion pipe by compressed air, and the additive and soil are mixed by turbulence and collision of the earth and sand plug in the expansion pipe. 2. The method according to claim 1, wherein the projections or baffles arranged in the expansion pipe collide with the earth and sand plug in the expansion pipe. 3. The method according to claim 1, wherein the additive is constantly supplied together with compressed air into the expansion pipe. 4. The method according to claim 1, 2 or 3, wherein the additive is supplied by compressed air at a position near the inlet of the expansion pipe. 5. The additive to the earth and sand during the mixed-pressure feeding according to claim 1, wherein sound produced at the time of discharging is mixed by colliding the earth and sand kneaded by a collision device at an outlet of the pressure feed pipe. Supply kneading method. 6. An expansion pipe having a diameter larger than that of the pressure-feeding pipe is connected in the middle of a pressure-feeding pipe for feeding soil and sand at a mixed pressure, and a supply port for supplying an additive material by compressed air is provided in the expansion-pipe. And an additional material supply kneading device for feeding soil and sand during mixed pressure feeding by connecting a pressure feeding pipe having a smaller diameter than the expanding pipe. 7. The apparatus according to claim 6, wherein a projection or a baffle plate is arranged in the enlarged pipe. 8. The apparatus according to claim 6, wherein the supply port for supplying the additive by compressed air is provided at a position near the inlet of the expansion pipe. 9. An apparatus for kneading and adding additives to earth and sand during mixed pressure feeding according to claim 6, wherein a collision device is attached to a discharge port of the pressure feeding pipe.