JPH079150B2 - Muddy water backfilling method in muddy water shield work. - Google Patents

Description

Detailed Description of the Invention

[0001]

[Industrial field of application] The disclosed technology uses the mud shield method to adopt the shield method when constructing tunnels such as railways and roads, waterworks, and sewer systems. It belongs to the field of construction technology in which the muddy water discharged from the excavation of a face is set between the primary roll-up segment and the excavation hole and is backfilled in a cycle.

[0002]

2. Description of the Related Art As is well known, when citizens' lives become richer,
As a matter of course, the momentum and industrial society has become prosperous, and not only various production facilities, but also living facilities and information processing facilities have been further expanded, and the demand for constructing structures for these has increased, and On the other hand, not to mention the area around the city,
Even in the suburbs of cities or in rural areas, the effective use space is significantly narrowed, and there is a significant imbalance between the demand and supply of land. Therefore, construction facilities such as buildings, roads, and highways increase the space utilization rate. High-rise buildings and ultra-deep structure construction technologies have been actively researched and developed, and in particular, the ultra-deep structure of the underground structure of the foundation for the high-rise structure, and the ultra-deep transportation network passing between them Construction technology for sewers is becoming more and more important.

However, pollution problems such as industrial waste due to improvement of civil society and prosperity of industrial society have become so large that they cannot be ignored, and a large amount of waste such as the kind of industrial waste, of course, requires a treatment technology. Therefore, the situation has led to a situation where the supply at the disposal site is basically insufficient.

[0004] Therefore, since excavation of the ground when constructing a basement underground structure for high-rise buildings, railways, tunnels such as roads, and underground structures such as water and sewage is underground, it is necessary to treat waste soil leftover from the past. Including the above, construction was extremely difficult, and construction conditions were extremely severe.

In order to deal with this, various construction work techniques have been researched, developed, improved and put into practical use, for example, a shield construction method has been developed, and a primary winding segment is set in a drilling hole by an excavator to form a drilling hole. In order to prevent problems such as ground subsidence and water discharge from the unavoidable gap with the primary winding segment, a technique of injecting a backing material such as cement mortar and solidifying has come to be used. In order to effectively deal with the problem of industrial waste treatment of a large amount of muddy water discharged along with excavation of a work, for example, the applicant's earlier invention, Japanese Patent No. 1007959 (Japanese Patent Laid-Open No. 53159/1983).
No. 1938, Japanese Examined Patent Publication No. 55-546), the method of back-filling muddy water of the invention is effectively used, and it has come to make a great contribution to the construction industry.

[0006]

However, although the muddy water backfilling method in such a muddy water shield work is an excellent technique that can prevent the subsidence of underground structures and the leakage of groundwater, and can also deal with the pollution problem due to industrial waste. Since it is necessary by design to improve the accuracy of civil engineering construction technology such as mixing of coagulant into the discharged mud, the mud discharged from the excavated face is divided into the drilling hole and the primary winding segment. When recycled for backfilling the gap, the muddy water discharged from the face part excavated from the viewpoint of maintaining the efficiency of the backfilling plant, maintaining durability and maintaining the quality when backfilling the primary winding segment is used. Direct use is unsuitable for uniform application to backfilling, because there are many changes and variations in sexuality such as water content, specific gravity and grain size of soil in the excavated face. Then, the muddy water discharged from the excavated face was analyzed and adjusted for the water content ratio, specific gravity, and particle size each time at the backfilling plant, and the coagulant was mixed at the set ratio and backed to the primary winding segment. Basically, even if theoretically possible by design,
It is not only the initial cost but also the running cost and maintenance that it is necessary to carry in and operate these back-filling plants in a narrow work space such as an underground mine and to control and manage them with high accuracy, and at the same time to perform sufficient maintenance and inspection. In addition to the disadvantage that the cost is extremely high, the operation, control, and management are complicated, and it is difficult to maintain safety.

[0007]

The object of the invention of this application is to construct a structure such as an underground structure of a high-rise building, a tunnel, and water and sewerage in the underground based on the above-mentioned prior art, when the drilling hole is formed by a mud shield work, Injecting mud water discharged from the excavated face part into the gap between the primary winding segment set in the excavation hole and the drilled hole by the backfilling plant and backfilling it, from the face part to the predetermined part of the muddy water shield plant. Take out the muddy water from the setting treatment process, take it out from the part that has the optimum specific gravity and particle size of the muddy water that is optimal for backfilling between the primary roll-up segment and the ground, and adjust the mixture with the coagulant etc. It can be operated and shield work can be performed effectively with high accuracy, and it can also prevent the pollution problem of mud water, which will benefit the field of civil engineering application in the construction industry. It is intended to provide cents muddy water Urakomi method in excellent muddy water shield Engineering.

[0008]

In order to solve the above-mentioned problems, the construction of the invention of this application, which is based on the above-mentioned claims and has the above-mentioned object, has a muddy water shield excavation at a predetermined portion in the ground. When performing this, mud water discharged from the face of the drill hole is basically separated into sand and mud by using a primary sediment dewatering sieve or a wet cyclone via a pump, of which mud is passed through a circulation tank. Part of the wet cyclone is circulated, the specific gravity is adjusted in the adjusting tank, and the viscosity is adjusted, and the excess mud is sent to the excess mud tank, and a predetermined coagulant is added to this to form a mixed slurry in the slurry tank, Muddy water is aggregated and solid-liquid separated with high efficiency by a dehydrator such as a filter press, so that it is back-filled on the back side of the primary roll-up segment. At this time, the drilling mud taken out for back-filling is First, excavator to primary soil Dewatering sieve or wet cyclone is taken out in the process up to the process. In this case, if the particle size distribution is close to the large diameter, use a separate screen or cyclone, and secondly adjust from the wet cyclone. It is taken out from between the tank and the raw water tank. In this case, since the particle size distribution of mud water is constant at the upper limit, it is used as it is as optimum mud water, and the specific gravity is adjusted as necessary. Muddy water should be taken out even from between dehydrators such as filter presses, and if the concentration of muddy water in this case is high and if the solidification of the backing solidification agent by the flocculant is affected, it is necessary. The concentration is adjusted and neutralization is performed so that optimum backfilling is performed.Fourthly, the cake that has been solid-liquid separated by a dehydrator such as a filter press has an extremely low water content and a constant Selective removal from each process of mud water treatment at the mud water treatment plant discharged as described above so that specific gravity and water content ratio can be adjusted easily by being close to it and can be effectively used for backfilling. To optimize the backfill reuse by
The technical measures have been taken to prevent the pollution problem of the solid portion of muddy water as industrial waste.

[0009]

Embodiments of the invention of this application will be described below with reference to the drawings and tables.

In the flow sheet mode shown in FIG. 1, 52
Is a muddy water treatment plant used for the muddy water backfilling method in the muddy water shield of the invention of this application, which is the same as the conventional mode, and has a plant main body 52 'as an injection device which is the center of the gist of the invention of this application. The excavator 2 is made to excavate the face of a tunnel or the like with a predetermined diameter (not shown) with mud water 3 for shield work, and move forward, as in the conventional mode.
In the excavated tunnel, the primary winding segment 4,
It is designed to connect 4 to each other continuously.

The muddy water treatment plant 52 is made as compact as possible inside a tunnel (or outside the tunnel by design) not shown, and is arranged so as to facilitate management, control operation, maintenance and maintenance. .

Thus, in the muddy water treatment plant 52, the shield muddy water used for excavation at the face is the discharged muddy water 3 '.
As a pump 5, 5, ... through the passage 6 through the primary sediment dewatering screen
Sent to 7 and sieved gravel and muddy water, sorted and discharged to circulation tank 9 through passage 8, and further sent to wet cyclone 12 through passage 11 via pump 10 and from wet cyclone 12 The muddy water containing the silt content of a predetermined particle size or less is supplied again to the primary sediment dewatering sieve 7 to be circulated.
During this time, tap water 13 is supplied to the wet cyclone 12 so that wet separation is performed as designed.

The wet cyclone 12 and the muddy water circulating in the circulation tank 9 are overflowed from the wet cyclone 12 and are supplied to the water collector 15 via the passage 14 to be supplied to the passage 16.
It is further supplied to the adjusting tank 17, circulated by the circulation device 18 and uniformly dispersed, and is supplied as muddy water 3 from the pump 19 to the face part through the passage 20 in a cycle manner and used for muddy water shield excavation.

It should be noted that a part of the muddy water from the water collector 15 passes through the passages 16 ', 1
It is recirculated to the primary sediment dewatering sieve 7 and the circulation tank 9 through 6 '' to supply the muddy water 3 with a particle size distribution as uniform as possible to the muddy water shield excavation for recycling.

The adjusting tank 17 has a passage 22 through a pump 21.
Is connected to the excess muddy water tank 23 by means of which the muddy water is recycled to the adjusting tank 17 via the pump 24 from the muddy water.
The shortage of 3 is compensated for, and a reliable uniform particle size distribution of mud is made.

From the surplus mud tank 23, a pump 27 is provided, and a passage 27 is provided from a predetermined flocculant storage tank 28, a pump 29.
It is connected to a mixer 31 connected by a passage 30 and is connected to a slurry tank 32 together with a flocculant so as to improve the dewatering efficiency of surplus mud water other than the mud water 3 for recycling.

The tap water 13 is fed from the slurry tank 32 by a pump 33 and is supplied to a filter press 37 as a dehydrator through a passage 35, and the clear water is purified together with the tap water 13 through a passage 38. The cake portion, which was supplied to and discharged from the water tank 39 and solid-liquid separated by the filter press 37, was passed through the passage.
It is arranged that the gravel portion from the primary sediment dewatering sieve 7 is discharged to the sediment hopper 42 via 40.

Then, from the fresh water tank 39, a pump 43 is used to pass a passage 44, and a clear water containing a set amount of the silt portion is adjusted in the adjusting tank 17
Is fed back to the muddy water shield excavation in a recyclable manner, and substantially clear water containing silt content below the set accuracy is supplied to the pH control device 47 by the passage 46 via the pump 45.

Then, a pH adjusting agent 48 is supplied to the pH control device 47 from a pump 49 through a passage 50, and a predetermined pH value is obtained.
It is adjusted and discharged as pollution-free sewage 51.

In the plant main body 52 ', the slurry pump 55 is provided in the mixer 53 through the passage 54, and the invention of this application includes, for example, a joint 56 as a receiving port, which will be described below. Joints 56 ', 56'',56''', 56 '''', 5 for the selected outlets of
6 "'", 57 ... Suck back mud by selective connection via a coagulant tank 58 from a coagulant tank 58 via a pump 59 via a flow meter 59'. Suction at a predetermined ratio, mix and stir the muddy water and coagulant uniformly,
Through the pump 61, a predetermined back-filling injection is performed from the nozzle 62 to the back side of the primary winding segment 4 so that the ring-shaped gap between the primary winding segment 4 and the ground of the unillustrated drill hole is filled. It is a mode.

As an actual design, the inlet joint 56
The joint 56 ', 5 at the outlet of the muddy water treatment plant 52
Instead of selectively connecting to 6 '', 56 ''',56'''', 57,
Make a fixed connection with a selective design in advance.

And, as a coagulant, an early gel time,
For example, in the case of SG-2, SG-4, etc., there is a hydrophilic polyurethane resin, and the hydrophilic polyurethane resin is an alkylene glycol of a copolymer composed of ethylene oxide and propylene oxide, a polyol of diol or more and a diisocyanate or more. As the polyisocyanate, a mixture of a urethane polymer having a terminal isocyanate having an isocyanate group / active hydroxyl group ratio of 2 or more and polyisocyanate, etc. can be used. For example, ethylene oxide / propylene oxide having an average molecular weight of 4000 = 80/20 (weight ratio) Mixture of urethane polymer and tolylene diisocyanate synthesized by mixing and heating 8 mol of tolylene diisocyanate with 1 mol of copolymer diol, or copolymer of ethylene oxide / propylene oxide having an average molecular weight of 3000 = 80/20 (weight ratio) Triol 1 Mixtures of urethane polymer and xylene diisocyanate to synthesize mixed heated xylene diisocyanate 3.3 mol.

Of course, the coagulant of the invention of the present application is not limited to the above-mentioned hydrophilic polyurethane resin.
Other coagulants may be appropriately selected depending on the type of muddy water depending on the soil.

The joints 56 ', 56'',56''', 56 '''', 56 'of the outlets, which are selectively joined as the invention of the joint 56 of the plant main body 52' for backfilling muddy water. '''' The 57 part was connected and joined to the selective outlet from the predetermined part of the mud 3'exhausted by the pumps 5, 5, 5 from the face part excavated as follows (as described above, In the actual festival, the design is to connect in a fixed manner rather than connecting in a device.)
The muddy water is taken out and mixed with the coagulant, and then injected and filled from the nozzle 62 between the primary winding segment 4 and the ground of the drill hole.

Next, each joint 56 ', 56'', 5 of the outlet
An embodiment of the selective connection mode of 6 ″ ′, 56 ″ ″, 56 ′ ″ ″, 57 will be described.

That is, as the excavator 2 excavates and advances, the soil particles at the face of the excavator 2 have various changes in the water content ratio and specific gravity of the earth and sand, the particle diameter of the earth and sand, etc., depending on the nature of the ground.
Therefore, the specific gravity, water content, particle size, predetermined ratio with the coagulant, etc. of the back-filling mud between the primary winding segment 4 installed at the rear and the ground of the drilling hole around it are also changed, As described above, it is preferable to extract the muddy water 3'extracted in advance for the purpose of design change of the plant main body 52 'and optimum operation efficiency. However, the inventor of the present invention filed patent No. 1007959. As a result of analysis and examination over many years at many work sites after the invention of the No. invention, the muddy water of the sexuality according to each outlet was changed as follows.
It is known that it is preferable to use 3'for backfilling.

Basically, it is preferable that the muddy water 3'for backfilling with the discharged residual soil has a particle size of the residual soil equal to or less than the sand content. Therefore, in the first embodiment of the invention of this application, First, muddy water in the passage 6 from the excavator 2 in the face part.
Connect 3'to the joint 56 of the receiving port 6 of the plant body 52 'between the passages 6 and 6'of the sediment dewatering sieve 7 and the wet cyclone 12 (therefore, in the case of the muddy water treatment plant 52, the take-out port). The mechanism after joint 56 'is unnecessary for the actual festival.) By taking out the discharged mud 3'from the face, the treatment process can be shortened.

The relationship between water and soil in the water content ratio in that case is as shown in FIGS.

Next, in the process from the primary sediment dewatering sieve 7 to the circulation tank 9, or in the process from the wet cyclone 12, the water collector 15 to the adjusting tank 17, the surplus mud water tank 23, or the waste tank. In the case of excess mud water, the size of the particle distribution of the residual soil discharged from the excavated face is the upper limit of the allowable range, and
Since it is constant, it is suitable as muddy water for backfilling,
Therefore, in these processes, the mud water is selectively taken out from the joint 56 '', 56 '' part of the take-out port by design so as to be convenient for taking out the mud water and used for back-lining of the primary roll-up segment 4. To do.

In this case, when the muddy water specific gravity as back-filling muddy water is not constant, it is necessary to adjust the specific gravity. In that case, the muddy water specific gravity conversion table shown in Table 1 below is used to adjust the specific gravity. The development of muddy water solidifying agents such as ST, ST-60B and ST-50B made it possible to prevent a large change in the solidification phenomenon of muddy water, so the need for adjusting the specific gravity of mud water by solidifying agents is extremely low. It's coming.

[0031]

[Table 1] Further, in this case, since the residual soil at the face of the muddy water is used before the addition of the polymeric flocculant used in the muddy water shield method, the coagulant can be greatly saved, and a significant cost advantage can be obtained. Is.

This is also apparent from the fact that the uniaxial compressive strength hardly changes as shown in FIG. 4 when the specific gravity of muddy water is 1.20, 1.15 and 1.10.

Next, in the muddy water flowing from the surplus muddy water tank 23 (disposal tank) to the slurry tank 32 (muddy water coagulation tank) between the filter press 37 of the dehydrator, the upper limit of the muddy water distribution particle size is constant. Since the slurry tank 32 can take out muddy water having a high concentration of muddy water afterwards, the passage 27 of the slurry tank 32 from the raw water tank 23 and the filter press from the slurry tank 32.
Remove mud from 56 '''part of passage 35 to 37.

In this case, a polymeric flocculant such as AlCl ₃ .6H ₂ O or Al ₂ (SO ₄ ) ₃・ 18H ₂ O is used in order to increase the efficiency of sedimentation and aggregation of muddy water. When mud water in this case is used, the cement-based solidifying agent accelerates the hydration reaction between the flocculant and the cement in the mud water to start rapid hardening, which may cause a solidification phenomenon before backfilling injection. This can be dealt with by using a hydration reaction inhibitor, a hydration reaction retarder, a neutralizing agent, or the like in recent years.

This is also apparent from the following Table 2 which shows the usable time of the muddy water mixed with the cement-type solidifying agent by using the hydration reaction stabilizer S / T.

[0036]

[Table 2] Next, sand or gravel having a large particle diameter is discharged to the sediment hopper 42 by the belt conveyor 41 by the primary sediment dewatering sieve 7 and appropriately discarded to the outside of the system, but the liquid of low silt content discharged from the slurry tank 32 is discharged. For the solid-liquid separation with a filter press 37, the cake-like solid content is conveyed by the belt conveyor 40 to the earth and sand hopper.
It is discharged to 42 and is discarded as it is not originally used for backfilling, but the cake part separated by the filter press 37 has extremely low water content, and in particular, high pressure developed recently in high performance. According to the filter press, since the water content is remarkably lowered, it is possible to adjust the water content because it can be used as mud water for back-filling by adding new water such as tap water to a predetermined content. Experience has shown that certain advantages can be used to keep the quality control of the backfill high, so the cake content can be removed from the intermediate process 57 part of the belt conveyor 40 from the filter press 37 to the sand hopper 42. As shown in Table 3, the product can be taken out and back-filled with tap water having a designed water content ratio.

[0037]

[Table 3] Thus, mixing the coagulant in the process may cause the above-mentioned problems, but as described above, the hydration reaction is suppressed, delayed, or neutralized to stabilize. It can be done.

The mud water specific gravity adjustment by adding tap water to the cake in this case can be calculated by using a mud water specific gravity adjustment quick reference table as shown in FIGS. 5, 6 and 7.

The calculation formula of the muddy water management based on the quick reference table is, for example, the formula when water is added to a predetermined unit volume weight of the dehydrated cake of 1.7 to adjust the specific gravity of the muddy water to 1.2.

[0040]

[Formula 1] Dehydrated cake (1.2 −1 /1.7 −1) × 100 = 28.57% water 100 −28.57 = 71.43% It is possible to manage mud water.

[0041]

As described above, according to the invention of this application, a high-rise building and an underground structure are basically constructed in response to the effective use of land in recent years. Therefore, it is extremely suitable for constructing an underground structure such as a tunnel. A process of mud discharged from excavation from the cutting face to the final stage filter press to be used as backing material to be filled between the ground of the excavation hole and the primary winding segment in the effectively functioning mud shield method It is suitable for backfilling, and is also suitable for backfilling equipment. It is possible to take out from the optimum part according to the optimum design such as specific gravity, water content ratio, particle size distribution, and so on. Is very accurate, highly efficient and easy to operate, and has the excellent effect that it can be performed in a narrow space such as the inside of a drilling hole. Effectiveness of the mud water of the shield method used for backfilling Use it Performs optimum processing, moreover, excellent effect that can be processed in pollution-free rumored is achieved.

Therefore, there is an effect that the muddy water shield construction method can be performed safely and most economically, and there is also an advantage that the durability of the structure after construction can be improved.

[Brief description of drawings]

 Drawing is explanatory drawing of the Example of invention of this application.

FIG. 1 is a flow chart of a construction mechanism of a back-filling plant.

FIG. 2 is a characteristic graph diagram of water and soil at a water content ratio.

FIG. 3 is a characteristic relationship graph diagram of a water content ratio and a unit volume weight of soil.

FIG. 4 is a graph showing a characteristic relationship between specific gravity of muddy water and uniaxial compressive strength.

FIG. 5 is a graph of a muddy water specific gravity adjustment chart.

FIG. 6 is a graph of a muddy water specific gravity adjustment chart.

FIG. 7 is a graph of a muddy water specific gravity adjustment chart.

[Explanation of symbols]

2… Excavator 4… Primary winding segment 12… Primary sediment 7… Dewatering sieve 9… Circulating tank 17… Adjusting tank 23… Excess mud tank 32… Slurry tank 37… Dewatering machine 1… Mud shield plant

Claims (5)

[Claims] 1. A method of mixing mud water with a coagulant between a drill hole and a primary roll-up segment for back-filling with mud shield work. A mud backfilling method in a mud shield work, which is characterized by taking out from a position in a mud state that is most suitable for embedding and then backfilling. 2. The muddy water backfilling in the muddy water shield work according to claim 1, wherein the muddy water is taken out between the shield excavator and the primary sediment dewatering sieve and the wet cyclone. Construction method. 3. The muddy water backfilling method in the muddy water shield work according to claim 1, wherein the muddy water is taken out between the wet cyclone and the surplus muddy water tank. 4. The muddy water backfilling method in the muddy water shield work according to claim 1, wherein the muddy water is taken out between the surplus muddy water tank and the dehydrator. 5. A method for mixing mud water with a coagulant between the boring hole and the primary roll-up segment along with the mud shield work and back-filling the mud water by passing the mud water discharged from the cutting face through a dehydrator. A muddy water backfilling method in a muddy water shield construction, characterized in that a cake that has been solid-liquid separated is taken out and used for backfilling.