JPH08199159A - Excavation additive for shield-tunneling method - Google Patents

Abstract

PURPOSE: To produce excavation additive for mud-pressure shield-tunneling method enabling stable excavation of even a bed containing ground-water having high salt-content. CONSTITUTION: This excavation additive for mud-pressure shield-tunneling method is a slurry composition produced by incorporating a clay suspension with 0.05-1.0wt.% of a thickening agent obtained by compounding a highly water-absorbing polymer with an anionic water-soluble polymer having a molecular weight of >=1,000,000 and <20,000,000 at a weight ratio of 4:1 to 1:4. The additive may further be incorporated with a water-soluble polymer.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a material for excavation when excavating soil, which is particularly rich in gravel, by a mud pressure shield method.

More specifically, the present invention relates to an additive material which can be stably excavated even in a formation having a high salt concentration in groundwater.

[0003]

2. Description of the Related Art There is a shield construction method as a method of constructing a tunnel such as a subway or a construction of a sewer pipe, and various construction methods are used. In recent years, an earth pressure type shield construction method is relatively used.

The earth pressure type shield construction method is a kind of mechanical sealed shield as shown in Article 13 of the same commentary on standard specifications of the Japan Society of Civil Engineers (Shield edition).

For excavation / retaining of earth pressure type shield, the chamber is filled with earth and sand excavated by a cutter head.
It is carried out by excavating while stabilizing the face by the earth pressure in the chamber and discharging the soil by the screw conveyer that leads from the chamber to the shield machine.

However, depending on the soil quality, the fluidity and water stopping property of the excavated earth and sand may be insufficient. Therefore, the excavated earth and sand is injected with an additive material such as mud mud material and sludge, so that the excavated earth and sand has water stopping property and fluidity. And the stability of the face must be ensured by the earth pressure of the converted earth and sand.

In this way, the drilling additive is added to the non-mud excavated earth and sand, and the mixture is agitated by a mixing blade or the like at the rear part of the shield machine carter to be converted into mud having plastic fluidity and impermeability, and then screw conveyor or The method of removing soil using an earth removal pipe is
It is a construction method called mud pressure shield or mud shield.

When the soil density is high and the ground structure is stable even in a gravel layer, etc., there are many cases where the face can be kept stable and excavation can be performed smoothly, but in the case of a ground such as a water-bearing boulder layer or cobblestone layer. , It is extremely water-permeable and the internal friction angle of the soil is often large, which often causes problems such as flooding of the mine and face collapse.

Therefore, it is an important key to form a ground by injecting a drilling additive having good water shuttability around the face.

Further, if the viscosity of the excavating additive is insufficient, the binder effect for enclosing large soil particles such as sand and gravel is insufficient, so that the soil is liable to cause material separation and loses its fluidity to cause clogging. Therefore, it is also important to give viscosity to the excavated soil to maintain plastic fluidity.

Conventionally, in such excavation of the ground, there is a method of using a highly water-absorbent resin having a good water-stopping property as an excavating additive material. For example, in JP-A-61-211491, a bead-shaped 100 to 200 micron is used. A method of injecting a moderately high water-absorbent resin into a face to absorb pore water to improve the fluidity of excavated sediment is disclosed in Japanese Patent Laid-Open No. 4-136398, in which a reverse phase emulsion polymer is mainly used. A method of injecting an aqueous mud-making agent solution into a face, and further, JP-A-4-185691
The publication discloses a method of injecting a highly water-absorbent resin having a particle size of 10 μm or less and 50 μm or less into a face.

[0012] However, when the super absorbent resin is used by the above-mentioned method, the characteristics and effects are exhibited, but especially in the case of the water retention gravel layer, even if the injection amount of the drilling additive is increased, the water absorption capacity is increased. There is a case where the excavated earth and sand from the screw conveyor may erupt because there is not enough space.

Particularly in a formation having a high groundwater pressure and a formation having a high salinity of groundwater, there are many cases in which excavation cannot be performed unless the concentration is high, such as bentonite.

[0014]

In the mud pressure type shield construction method, a drilling additive is added to non-mud excavating earth and sand, and the mixture is agitated by a mixing blade or the like at the rear part of the shield machine carter to improve plastic fluidity and impermeability. It is a method of converting the soil to have mud and discharging it with a screw conveyor or a discharge pipe, but the present invention is
It is intended to provide a drilling additive material for a mud pressure type shield construction method, which enables stable drilling even in an aquifer or a formation having a high groundwater salt concentration.

The groundwater salinity is usually 0.1 to 3
% By weight, often 0.5 to 1.0% by weight.

Further, in recent years, in order to save labor, the method of pumping pumping or vacuum depressurizing the inside of the pipe is increasing, as compared with the method of transporting the excavated sand to the shaft by the slitter and further lifting it with the bucket. Also provides drilling additives that are difficult to separate water and gravel.

Conventionally, bentonite has been mainly used for adjusting the viscosity of clay suspensions used as drilling additives.

Bentonite, as is well known,
It is one of the representative crystalline minerals whose main component is montmorillonite, and usually shares positive and negative charges,
The specific surface area is also very large. Therefore, if you inhale water at room temperature and swell up and apply a little mechanical stimulation,
It shows a thixotropic behavior in which the gel changes to a sol.

Such a unique viscosity of bentonite is effective for plasticizing fluidization of excavated soil, but the amount of bentonite used must be increased in the case of an aquifer layer or a gravel layer having a high gravel rate.

Further, when the salt concentration in groundwater is high, the swelling power of bentonite is lowered and the viscosity of the suspension does not increase, so that there is a problem that a larger amount of bentonite must be blended.

Further, semi-synthetic polymer type thickeners such as carboxymethyl cellulose, which are sometimes used as thickening aids for bentonite mud, also cannot obtain thickening effect when the groundwater salt concentration is high. There was a problem.

As a method for improving the viscosity of bentonite mud containing salts, JP-A-59-15476 has been used.
Japanese Patent Laid-Open No. 60-106689 and Japanese Patent Laid-Open No. 59-15409 are disclosed. However, since the concentration of the clay suspension obtained by these methods is low and its viscosity is low, There was a problem that the water content became so large that it became mud-like soil and industrial waste had to be treated as construction sludge.

Next, a shield construction method using a highly water-absorbent resin for the purpose of waterproofing is disclosed in JP-A-57-108394. Generally, a highly water-absorbent resin which is a kind of polymer electrolyte is used. If a large amount of salt is present in the resin, the water absorption and swelling capacity of the resin will be extremely reduced, the particles will not swell to the expected size, the effect of adjusting the viscosity of the clay suspension will be lost, and the effect of improving the fluidity of sediment will be obtained. Often not.

On the other hand, some water-soluble polymers used for polymer flocculants and the like have stronger salt resistance than superabsorbent resins, and they are used as an excavating additive for a mud pressure shield construction method. 60-133084 and JP-A-3-131
Japanese Unexamined Patent Publication No. 400 discloses a method of using by utilizing the aggregation effect.

However, when used in a high-concentration, high-viscosity clay suspension, there was a problem that the cohesive force was too strong to form flocs, and the clay content settled or agglomerated, and the viscosity could not be adjusted.

When the cohesive force is too strong as described above, the sand content and the gravel content, especially the gravel content, are separated from the mud content even when mixed with the excavated soil, resulting in unevenness in the shield machine chamber and the screw conveyor. However, there was a problem that the soil could not be discharged continuously and a closed state occurred.

As described above, when the water-soluble polymer alone is used, the cohesive force of the clay particles is too strong, and therefore the viscosity increasing ability is small when the concentration is lowered, and the specific gravity of the clay suspension cannot be adjusted by the amount of clay, and thus the high viscosity cannot be obtained. We couldn't make a slurry additive with high density and high specific gravity,
It could not be used in the case of aquifers or formations with high groundwater salinity.

[0028]

[Means for Solving the Problems] When excavating an aquifer or a formation having a high salt concentration in groundwater by the mud pressure shield method, conventional water-soluble polymer thickeners and superabsorbent resins are used as clay suspension solutions. The thickening effect became small and it was difficult to plasticize excavated soil.

The inventors of the present invention have conducted extensive studies in consideration of these points, and as a result, have found that the superabsorbent polymer has a molecular weight of 1,000,000 or more.
By combining less than, 000,000 anionic water-soluble polymers, it is possible to produce high-concentration, high-specific-gravity, high-viscosity drilling additive material, and stable drilling without separation of water or gravel in the above formations. The present invention has been completed, and it was found that the pumping of excavated soil and the like can be easily performed, and the present invention has been achieved.

That is, in the present invention, the superabsorbent polymer and the anionic water-soluble polymer having a molecular weight of 1,000,000 or more and less than 20,000,000 are in a weight ratio of 4: 1 to 1: 4, preferably 3: 2 to 2: 3.
(80 to 20% by weight of super absorbent resin, preferably 60 to
0.05 to 1.0% by weight of a thickening agent mixed in 40% by weight to a clay suspension (usually the clay concentration is about 5 to 60% by weight).
The present invention relates to a drilling additive material for a mud pressure type shield construction method, which is a slurry composition added.

The present invention will be described in detail below. First, a super absorbent polymer used in the present invention and a molecular weight of 1,000,000 or more 2
The anionic water-soluble polymer of less than 10 million will be described.

The superabsorbent polymer used in the present invention absorbs water and swells up to several times to about 1,000 times when brought into contact with water, but it does not dissolve in water.

For example, starch-polyacrylonitrile or starch-methacrylate graft copolymer partial hydrolyzate,
Polyacrylonitrile and vinyl ester-partial hydrolysates of ethylenically unsaturated carboxylic acid copolymers, olefin polymers that have introduced hydrophilic groups such as sulfonated styrene,
Polystyrene oxide, polyvinyl alcohol, polyvinylpyrrolidone, polyacrylic acid soda, polyacrylamide, carboxymethyl cellulose, polyacrylic acid soda-polyacrylamide copolymer, irradiation products of water-soluble polymer compounds such as pullulan and methylenebisacrylamide, dichloracetic acid, It is possible to use a crosslinked product with a crosslinking agent such as epichlorohydrin or an aldehyde, a product in which a part of the hydrophilic group is replaced with a lipophilic group, a copolymer of isobutylene and maleic anhydride, and the like.

Usually, the super absorbent polymer is in the form of powder or
For example, many of them are in the form of beads which are introduced in JP-A-62-211491, but in the present invention, a water-in-oil type super absorbent polymer having a particle size of 10 μm or less is preferable.

The manufacturing method is described in, for example, JP-A-63-90537.
JP-A-63-90510 and the like are known and known, and an aqueous solution containing a water-soluble vinyl monomer and a crosslinking agent is injected into an organic dispersion medium containing a hydrophobic surfactant. It is produced by emulsifying and then polymerizing with a radical polymerization catalyst, and further adding a hydrophilic surfactant to the obtained emulsion.

If the particle size exceeds 10 microns, the storage stability of the water-in-oil superabsorbent polymer is low. Particle size is less than 10 microns,
It is preferably 1 to 10 microns.

Next, the anionic water-soluble polymer having a molecular weight of 1,000,000 or more and less than 20,000,000 used in the present invention is used for enhancing salt resistance, and the water-soluble vinyl monomer to be formed is (a) anionic, ( b) Nonionic and water-soluble ones can be used. A specific example is as follows.

(A) Anionic monomer (meth) acrylic acid, 2-acrylamido-2-methylpropanesulfonic acid, vinylsulfonic acid, styrenesulfonic acid, itaconic acid, maleic acid, fumaric acid, arylsulfonic acid and salts thereof.

(B) Nonionic monomer (meth) acrylamide, vinyl methyl ether, vinyl ethyl ether, etc.

A polymer obtained by copolymerizing one or more of the water-soluble vinyl monomers described above as a polymerization raw material with a radical generator, ultraviolet rays, radiation, etc. is effective in the present invention. Alternatively, the water-soluble polymer of the present invention can be obtained by polymerizing (meth) acrylamide alone and then hydrolyzing it.

These polymerization forms include aqueous solution polymerization, suspension polymerization, water-in-oil type reverse phase emulsion polymerization, etc., but preferably prepared by a water-in-oil type reverse phase emulsion polymerization method. These manufacturing methods are described in, for example, Japanese Patent Publication No. 52-394
It is introduced in Japanese Patent Publication No. 17 and is known.

The proportion of the anionic monomer contained in the water-soluble polymer is 10 to 90 mol%, preferably 20 to 50 mol%. If it is less than 10 mol%, the thickening power is insufficient, and if it is 90 mol% or more, the effects of water resistance and salt resistance are reduced, and a sufficient drilling additive cannot be provided.

As the clay used in the present invention, mountain clay and bentonite used in the civil engineering industry can be used.

The mountain clay is a mountain clay used as a weighting material for the shield construction method, and requires specific gravity,
It is used as a basic material for adjusting viscosity.

The mountain clay is a so-called miscellaneous clay having a wide variety of mineral compositions, and is also used for roof tile clay, cement clay, building material clay and the like.

Many kinds are commercially available. The types of clay minerals contained in them are, for example, "Kibushi Clay (SCP-S)" as an example of commercially available mountain clay mainly containing kaolinite and illite. ) ”And“ SCP-A ”(both manufactured by Bentonite Industry Co., Ltd.).

An example of commercially available mountain clay containing montmorillonite and kaolinite as main components is "Kasaoka clay" (produced by Kasanen Kogyo Co., Ltd.).

As bentonite, bentonite used for oil drilling mud or mud for civil engineering foundation work can be used. Although many products are commercially available, those from Yamagata and Wyoming, USA, which contain a large amount of Na-montmorillonite, which has a high montmorillonite content and a high hydration and water swelling property, are preferred.

In the present invention, 0.05 to 1.0% by weight of a water-soluble polymer may be added to the slurry composition.

The water-soluble polymer used in the present invention is used to further enhance salt resistance, and natural polymers, semi-synthetic polymers and synthetic polymers used as muddy water additives can be used.

Of these, xanthan gum, methyl cellulose, carboxymethyl cellulose, hydroxypropyl methyl cellulose, hydroxyethyl cellulose, polyanionic cellulose, which are common as thickeners,
Starch, guar gum, guar gum derivative, polyacrylate, acrylamide / acrylate copolymer, polyethylene oxide, polyvinyl alcohol and the like can be used.

However, the anionic one is less than 1 million, preferably 5 to less than 1 million, and more preferably 5
It is about 100,000.

[0053]

The present invention provides a clay suspension containing a thickener prepared by mixing a super absorbent polymer and an anionic water-soluble polymer having a molecular weight of 1,000,000 or more and less than 20,000,000 in a weight ratio of 4: 1 to 1: 4. The present invention relates to a drilling additive for a mud pressure shield method, which is a slurry composition added to.

When the additive material of the present invention is used for the shield construction method, the injection amount is usually 5 to 150 relative to the volume of excavated earth and sand.
About vol% is used.

[0055]

EXAMPLES First, production examples of the superabsorbent polymer and the anionic water-soluble polymer having a molecular weight of 1,000,000 or more and less than 20,000,000 according to the present invention will be described.

[0056]

[Production Example 1 Production Example 1 of superabsorbent polymer] 683 g of a 100 mol% ammonia-neutralized acrylic acid 54% aqueous solution as a water-soluble vinyl monomer and 0.15 g of N'N-methylenebisacrylamide as a cross-linking agent were added to t-BHP.
An aqueous phase was prepared by previously mixing 0.02 g of (t-butyl hydroperoxide) and 91 g of distilled water.

To this, 240 g of an organic dispersion medium (containing 64% by weight of paraffin, 35% by weight of naphthene and 1% by weight of aromatic hydrocarbon) and 18 g of sorbitan monooleate.
The oily phase added with was mixed and emulsified with a homogenizer.

After emulsification, the mixture was transferred to a four-necked flask, and was degassed by purging with N ₂ while stirring. An aqueous solution of sodium metabisulfite was added dropwise while purging with N ₂ to polymerize at a temperature of 60 ° C.

After the polymerization, 27 g of polyoxyethylene lauryl ether was added to obtain a water-in-oil type super absorbent polymer (polymer-A). The viscosity of the obtained polymer was 500 centipoise (cP) / 25 ° C. (B-type viscometer, No. 2 rotor, 12 rpm), and the average particle diameter was 1.9 μm. The water absorption ratio was about 350 times / tap water.

[0060]

[Production Example 2 Production Example 2 of super absorbent polymer] 683 g of a 100 mol% ammonia-neutralized 54% aqueous acrylic acid solution as a water-soluble vinyl monomer and 0.07 g of tetraethylene glycol dimethacrylate as a crosslinking agent were added with t-B.
HP (t-butyl hydroperoxide) 0.02g
And 91 g of distilled water were premixed to form an aqueous phase.

240 g of an organic dispersion medium (containing paraffin 64% by weight, naphthene 35% by weight, aromatic hydrocarbon 1% by weight) and sorbitan monooleate 18 g.
The oily phase added with was mixed and emulsified with a homogenizer.

After emulsification, the mixture was transferred to a four-necked flask, purged with N ₂ and deaerated while stirring. An aqueous solution of sodium metabisulfite was added dropwise while purging with N ₂ to polymerize at a temperature of 60 ° C.

After the polymerization, 27 g of polyoxyethylene lauryl ether was added to obtain a water-in-oil type super absorbent polymer (polymer-B). The viscosity of the obtained polymer is 420 cp /
25 ° C (B-type viscometer, No. 2 rotor, 12 rpm),
The average particle size was 2.3 μm. The water absorption ratio was about 370 times / tap water.

[0064]

Production Example 3 Production Example 1 of anionic water-soluble polymer: Distillation with 0.02 g of t-BHP (t-butyl hydroperoxide) in 75.2 g of 35% aqueous solution of sodium acrylate and 357.7 g of 50% aqueous solution of acrylamide. Water 16
7 g was premixed to make the aqueous phase.

194 g of an organic dispersion medium (containing 64% by weight of paraffin, 35% by weight of naphthene and 1% by weight of aromatic hydrocarbon) and 15 g of sorbitan monooleate were mixed with an oily phase and emulsified with a homogenizer. . After emulsification, the mixture was transferred to a 4-necked flask, and was degassed by purging with N ₂ while stirring.

An aqueous solution of sodium metabisulfite was added dropwise while purging with N ₂ , and polymerization was carried out at a temperature of 50 ° C. After polymerization, 16 g of polyoxyethylene lauryl ether was added to give a water-in-oil type anionic water-soluble polymer (polymer-C).
I got

The obtained polymer has a solid content of 34.0%.
The average particle size was 2.1 μm. When it was dissolved in water and the weight average molecular weight was measured with an Ubbelohde viscometer,
It was about 12 million.

[0068]

[Production Example 4 Production Example 2 of anionic water-soluble polymer] To 228 g of a 35% aqueous solution of sodium acrylate and 281 g of a 50% aqueous solution of acrylamide, 0.02 g of t-BHP (t-butyl hydroperoxide) and 91 g of distilled water were previously prepared. Mixed to make an aqueous phase.

194 g of an organic dispersion medium (containing 64% by weight of paraffin, 35% by weight of naphthene and 1% by weight of aromatic hydrocarbon) and 15 g of sorbitan monooleate were mixed with an oily phase and emulsified with a homogenizer. .

After emulsification, the mixture was transferred to a four-necked flask, and was degassed by purging with N ₂ while stirring. An aqueous solution of sodium metabisulfite was added dropwise while purging with N ₂ to polymerize at a temperature of 50 ° C.

After the polymerization, 16 g of polyoxyethylene lauryl ether was added to obtain a water-in-oil type anionic water-soluble polymer (polymer-D). The obtained polymer had a solid content concentration of 26.4% and an average particle diameter of 2.3 μm. When dissolved in water and measured for weight average molecular weight with an Ubbelohde viscometer, it was about 18 million.

[0072]

Example 1 The superabsorbent polymers (polymers-A and -B) prepared in Production Examples 1 to 4 and the anionic water-soluble polymer (polymers-C and -D) were mixed to prepare a first mixture. A thickener in the table was obtained.

Various thickeners were dissolved in dissolved water having various salt concentrations so that the solid content concentration was 0.9 wt%, and the B-type viscometer /
The solution viscosity was measured under the conditions of 25 ° C. and 12 rpm to compare salt resistance and viscosity increase. As shown in the table, it is understood that the higher the proportion of the anionic water-soluble polymer is, the less the viscosity is reduced at a high salt concentration and the less the thickening effect is reduced.

[0074]

[Example 2] Main minerals are kaolinite and montmorillonite, and methylene blue adsorption amount: 23.8 meq / 100
g, particle size: 200-mesh or more 86-95%, 250-mesh or more 90%, mixed with a suspension made with the trade name "Kasaoka Clay" (Kasanen Kogyo), and used as a drilling additive with a gravel rate of 85% The slump was measured by mixing with the test soil.

The composition of the test soil was gravel (maximum particle size 20 m
85 wt% of the m sand), 12 wt% of the fine sand content (river sand with a maximum particle size of 5 mm), 3 wt% of silt and clay content (2 wt% of silica sand with a maximum particle size of 2 mm and 1 wt% of the above clay). Used.

The water content was adjusted to 10%, and NaCl was added to the earth and sand so that the salt concentration was 0.2%.

The viscosity of the drilling additive material at 25 ° C. was measured with a Visco Tester (VT-04 type) manufactured by Rion Co., Ltd. The specific gravity is a muddy water specific gravity tester (Mud balance).
It was measured at.

The property evaluation of the mixed sediment when the above-mentioned drilling additive was mixed with the test sediment at various injection ratios (slurry mixing ratio with respect to the sediment is shown in volume percentage) was conducted according to JIS A 11
No. 01 concrete slump test method.

The composition of the drilling additives and the slump test results are shown in Table 2. It can be seen that the thickeners-3 and-4 hardly separate the sediment, and can adjust the softness and fluidity of the sediment depending on the injection rate.

[0080]

[Embodiment 3] Using the drilling additive according to the present invention, drilling with a pipe extension of 150 m was carried out at a mud earth pressure type shield construction method construction site having a shield outer diameter of 2600 mm. The ground that was excavated was an aquifer gravel layer with a cobble ratio of 66%.

A) Soil conditions Soil name: Cobblestone mixed gravel layer, maximum particle size: 400 mm Soil type: gravel content 66% Sand content 26% Silt / clay content 8% N value: 30 to 50 Water content ratio: 15% Water permeability coefficient: 2.0 x 10^-2 cm / sec

B) Excavation Results Thickener No. 1 of Example 1 The drilling additive made with the composition of 3 was sent to a shield machine by a pressure feed pump (tube pump), and was drilled while injecting it into the face from the discharge port.

At this time, the inside of the shield machine chamber and the inside of the screw conveyor were filled with this mixed excavated earth and sand,
The mud pressure of the mixed excavated soil excavated against the loose earth pressure of the face and the groundwater pressure.

When the injection rate of the drilling additive was 30% to 50%, the slump value at the time of discharge was 15c on average.
It was m and there was no separation of gravel and the initial excavation was completed.

Subsequently, a pump for pumping earth and sand (double piston pump, cylinder diameter: φ180) was installed and continuously carried out to the outside of the mine.

On the way, there was a section of the ground in which seawater inflowed remarkably with a lot of boulders for about 50 m. Excavation was performed by adding 1 kg of xanthan gum to No. 3. For the discharge work, the tunnel excavation was completed without any blockage in the pipe, and the discharged sand was reused as landfill as non-industrial waste.

[0087]

[Table 1]

[0088]

[Table 2]

* 1) SCP-A clay for shield, # 25
0, (Bentonite Industry Co., Ltd.) True specific gravity: 2.65, p
H: 5.9, main clay minerals: kaolinite and illite,
Adsorption amount of methylene blue: 9.4 meq / 100 g * 2) Kunigel V1, (Kunimine Industry Co., Ltd.) Yamagata bentonite, particle size 250 mesh, pH: 9.5, main component: SiO ₂ 65-75%, Al ₂ O ₃ 14-17% * 3) Viscotester VT-04 type, rotation speed 62.5r
pm * 4) Mixing ratio of excavated additive material to sediment (volume percentage) * 5) Plastic flow state of mixed sediment (visual judgment, ×: non-uniform and non-fluid, △: slightly non-uniform but fluid, ○: Uniform and good fluidity)

[0090]

According to the present invention as shown in the embodiments,
When excavating an aquifer or a stratum with a high salt concentration in groundwater by the mud pressure shield method, the thickening effect of the clay suspension becomes small with the conventional water-soluble polymer thickener or superabsorbent resin Although it was difficult to plasticize fluidization, by using the present invention, while suppressing the decrease in the thickening effect of the thickener, salt resistance is improved to plastically fluidize the excavated earth and sand for stable excavation. Therefore, it is possible to make a drilling additive with high concentration, high specific gravity and high viscosity, and it is possible to drill without causing problems such as blockage and dust generation.

Claims (5)

[Claims] 1. A superabsorbent polymer and a molecular weight of 1,000,000 or more 2.
Weight ratio of less than 10 million anionic water-soluble polymer is 4: 1
Approximately 1: 4 of thickening agent added to clay suspension in 0.05
A drilling additive for a mud pressure shield construction method, which is a slurry composition added by 1.0 wt%. 2. A super absorbent polymer and a molecular weight of 1,000,000 or more 2.
Weight ratio of less than 10 million anionic water-soluble polymer 3: 2
~ 2: 3 thickening agent blended in clay suspension to 0.05
The drilling additive material for the mud pressure type shield construction method according to claim 1, wherein the drilling additive material is a slurry composition added by about 1.0% by weight. 3. The particle size of the super absorbent polymer and the anionic water-soluble polymer having a molecular weight of 1,000,000 or more and less than 20,000,000 are 1
The drilling additive material for the mud pressure shield construction method according to claim 1, which is composed of a water-in-oil emulsion of 0 micron or less. 4. The composition according to claim 1, and 0.05 to 1.0% by weight of at least one component selected from the group consisting of water-soluble polymers such as polyacrylic acid salts and carboxymethyl cellulose. A drilling additive for the mud pressure shield method, which is the added slurry composition. 5. The excavating additive for the mud pressure shield construction method according to claim 1 or 4, wherein the clay according to claim 1 is mountain clay and / or bentonite.