CN107443572A - A kind of mud pit configuration application method for meeting two slurry shield machines and constructing simultaneously - Google Patents
A kind of mud pit configuration application method for meeting two slurry shield machines and constructing simultaneously Download PDFInfo
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- CN107443572A CN107443572A CN201710668807.6A CN201710668807A CN107443572A CN 107443572 A CN107443572 A CN 107443572A CN 201710668807 A CN201710668807 A CN 201710668807A CN 107443572 A CN107443572 A CN 107443572A
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- overfall
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
- B28C5/006—Methods for mixing involving mechanical aspects
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17D—PIPE-LINE SYSTEMS; PIPE-LINES
- F17D1/00—Pipe-line systems
- F17D1/08—Pipe-line systems for liquids or viscous products
- F17D1/088—Pipe-line systems for liquids or viscous products for solids or suspensions of solids in liquids, e.g. slurries
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17D—PIPE-LINE SYSTEMS; PIPE-LINES
- F17D1/00—Pipe-line systems
- F17D1/08—Pipe-line systems for liquids or viscous products
- F17D1/14—Conveying liquids or viscous products by pumping
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17D—PIPE-LINE SYSTEMS; PIPE-LINES
- F17D3/00—Arrangements for supervising or controlling working operations
- F17D3/01—Arrangements for supervising or controlling working operations for controlling, signalling, or supervising the conveyance of a product
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- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
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- Water Supply & Treatment (AREA)
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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
A kind of mud pit configuration application method for meeting two slurry shield machines and constructing simultaneously, the basic configuration of the mud pit, which contains, mixes stock tank and integrates, expanded pond integrates, clear water reserviors, sedimentation basin integrates, adjustment pond integrates, overfall pond integrates, equipment pond integrates, movable stirring device, first storehouse and the second storehouse, the bentonite of mixing mud is stored with first storehouse and the second storehouse, soda ash and sodium carboxymethylcellulose CMC, two slurry shield machines have respective mud circulating system, use can be switched between the mud circulating system of wherein every slurry shield machine mutually, the mud circulating system of second slurry shield machine can be switched in time when the mud circulating system of First slurry shield machine breaks down.Two slurry shield machines while the drivage efficiency of construction can be improved by this method, ensure the duration, save construction cost, environmental protection.
Description
Technical field
The invention belongs to Shield Construction Technique field, is related to a kind of mud pit for meeting two slurry shield machines while construction
Configure application method.
Background technology
The Construction Principle of slurry shield machine is the palm in front of cutter head of shield machine storehouse by suitable proportion and the mud of viscosity
Sub- face forms mud film, the lateral pressure on stratum and underground water is balanced by the mud pressure full of cutterhead storehouse, so as to reach area
Face is stable, and the dregs that knife cutting is got off by mud carries out ground, reaches solid after sludge-water separating system is handled
Dregs and mud separation, the mud isolated recycle after sedimentation basin precipitates, then after adjustment by mud balance and viscosity
Recycling.
But when the geological condition that slurry shield machine passes through is using the fine grained such as clay, silt, silty clay stratum to be main, mud
Water quality structure is frequently run onto the solid dregs amount that sludge-water separating system is isolated and is far less than the dregs amount excavated out, substantial amounts of thin
Grain material enters mud, causes mud balance and viscosity constantly to rise.Because such a thin particulate matter is mostly by less than 20 μm
Clay particle thing forms, and is even precipitated through long-time, and this fine particle is constantly in suspended state in mud, can not be thorough
Separate.When mud balance and viscosity reach a threshold value, for example proportion reaches 1.3g/cm3, after viscosity reaches 30s, mud
Slurry will be unable to normal use.Problems be present in the shortcomings that traditional slurry shield machine mud pit application method：
1st, two slurry shields only configure one it is shared mix stock tank and expanded pond, in the case where mud loss amount is big,
The speed of the mud of new mixing can not meet the needs of two slurry shield normal constructions, and new mud puffing time of mixing is insufficient,
Quality of mud fluid can not be ensured.
2nd, every slurry shield is only configured with a set of sedimentation basin, an adjustment pond and an overfall pond, with mud balance
With the continuous rise of viscosity, the drivage efficiency of slurry shield can be gradually reduced, when the proportion and viscosity of mud rise to and can not expired
When sufficient shield-tunneling construction needs, only stop shield driving, shutdown process discarded slurry, so can not only influence the construction period, also
The huge work holdup can be caused to lose.
3rd, adjust and a fixed mud stirring device is only installed in pond, the shortcomings that the mud stirring device of this fixation
Have：One is the mud in each orientation that adjust pond can not be stirred in place, stir less than local mud can gradually sink
Form sediment, can not only reduce the volume in adjustment pond, can also influence to adjust the quality of pond mud；The second is mixing arm is longer, when mud ratio
Weight it is larger when often damage mixing arm, now need stop work after by adjust pond in mud whole pump drainage it is clean after again to stirring
Arm is repaired, and so not only delays the duration, also results in mud contamination environment, wastes mud materials and water resource.
The content of the invention
To solve the above problems, the invention provides a kind of mud pit configuration for meeting two slurry shield machines and constructing simultaneously
Application method, two slurry shield machines while the drivage efficiency of construction can be improved by this method, ensure the duration, saving is constructed into
This, environmental protection.
For achieving the above object, present invention employs following technical scheme：
A kind of mud pit configuration application method for meeting two slurry shield machines and constructing simultaneously, the basic configuration of the mud pit
Containing mix stock tank is integrated, expanded pond is integrated, clear water reserviors, sedimentation basin are integrated, adjustment pond is integrated, overfall pond is integrated, equipment pond is integrated,
Be stored with movable stirring device, the first storehouse and the second storehouse, the first storehouse and the second storehouse mixing mud bentonite,
Soda ash and sodium carboxymethylcellulose CMC；It is characterized in that：
Described to mix that stock tank is integrated to be included first and mix stock tank and second mix stock tank, two length × width × heights for mixing stock tank are homogeneous
Deng；
The expanded pond, which integrates, includes the first expanded pond and the second expanded pond, the length × width × height in two expanded ponds are homogeneous
Deng；
The sedimentation basin is integrated to be included the first sedimentation basin, the second sedimentation basin, the 3rd sedimentation basin, the 4th sedimentation basin, the 5th sinks
Shallow lake pond, the 6th sedimentation basin, the 7th sedimentation basin, the 8th sedimentation basin, the 9th sedimentation basin, the tenth sedimentation basin, the 11st sedimentation basin and
12 sedimentation basins, the length × width × height of 12 sedimentation basins are equal；
The adjustment pond is integrated to include the first adjustment pond, the second adjustment pond, the 3rd adjustment pond and the 4th adjustment pond, four tune
The length × width × height in whole pond is equal；
The overfall pond is integrated to include the first overfall pond, the second overfall pond, the 3rd overfall pond and the 4th overfall pond, and four are returned
The length × width × height of stock tank is equal；
The equipment pond is integrated to include the first equipment pond and the second equipment pond, and the length × width × height in each equipment pond is equal；
Pond, the second adjustment pond, the 3rd adjustment pond and the 4th adjustment pond, which are adjusted, by first presses length direction from left to right successively
Arrangement form elongate slots, two rail are laid at its both ends by the elongate slots length direction, and adjust pond, the first respectively
Respective movable stirring device, mobile stirring dress are set up on the rail in two adjustment ponds, the 3rd adjustment pond and the 4th adjustment pond both sides
Put and be furnished with agitator, road wheel and rail wheel, the road wheel is movable can make plus described rail wheel or so walking it is described
Agitator implements stirring in the optional position in the adjustment pond；
Arrayed from left to right in front of the elongate slots have the 3rd sedimentation basin, the second sedimentation basin, the first sedimentation basin,
12nd sedimentation basin, the 11st sedimentation basin, the tenth sedimentation basin, the 9th sedimentation basin, the 8th sedimentation basin, the 7th sedimentation basin, the 6th sink
Shallow lake pond, the 5th sedimentation basin and the 4th sedimentation basin, the 3rd sedimentation basin, the second sedimentation basin and the first sedimentation basin form first group of use
Pond, the 12nd sedimentation basin, the 11st sedimentation basin and the tenth sedimentation basin form first group of standby pool, the 9th sedimentation basin, the 8th precipitation
Pond and the 7th sedimentation basin form second group and use pond, and second group of the 6th sedimentation basin, the 5th sedimentation basin and the 4th sedimentation basin composition are standby
With pond, several overfalls that the sedimentation basin in each group is configured by top realize being interconnected for mud；
In the rear of elongate slots center configuration clear water reserviors, there is the second equipment pond in the right side backend arrangement of clear water reserviors,
The 3rd overfall pond and the 4th overfall pond are configured in the right side front of clear water reserviors, the second expanded pond is configured on the right side of the second equipment pond,
Stock tank is mixed in configuration second on the right side of the 4th overfall pond, is mixed in the second expanded pond and second and the second storehouse is configured on the right side of stock tank, clear
The left side backend arrangement in pond has the first equipment pond, in left side front-end configuration the second overfall pond of clear water reserviors and the first overfall pond,
The first expanded pond is configured on the left of the first equipment pond, is configured on the left of the first overfall pond and first mixes stock tank, in the first expanded pond and
First mixes the first storehouse of configuration on the left of stock tank；It is equipped with the first equipment pond and the second equipment pond into stock pump；
Described first group uses pond, first group of standby pool, the first adjustment pond, the second adjustment pond, the first overfall pond, the
Two overfall ponds, the first equipment pond, first mix stock tank and the first expanded pond forms the circulating mud system of First slurry shield machine,
Described second group uses pond, second group of standby pool, the 3rd adjustment pond, the 4th adjustment pond, the 3rd overfall pond, the 4th overfall
Pond, the second equipment pond, second mix stock tank and the second expanded pond forms the circulating mud system of second slurry shield machine；Clear water reserviors
Shared for two slurry shield machines；
Before the construction of First slurry shield machine, first with bentonite, soda ash and the carboxymethyl cellulose stored in the first storehouse
The clear water stored in plain sodium CMC and clear water reserviors mixes the fresh mud of mixing in stock tank first, and the proportion of the fresh mud is
1.05g/cm3 and the control of its viscosity in 18~24s, then the fresh mud pumping is carried out into the first expanded pond it is expanded,
The fresh mud forms expanded mud after expanded 24 hours, then stores the expanded slurry transportation into the first adjustment pond
And stir and to form driving mud；
When First slurry shield machine starts tunneling construction, stock pump and the second overfall pond will be entered described in the first equipment pond
Pipeline close, enter the pipeline that stock pump is connected with the first overfall pond described in unlatching, by it is described enter stock pump by the first overfall pond
Slurry transportation is tunneled into the cutterhead storehouse of First slurry shield machine, the dregs under the driving mud is cut with cutterhead storehouse again mixes
Conjunction forms dregs mud, is then divided the dregs slurry transportation to muddy water by the slurry pump that First slurry shield machine configures
Separation of solid and liquid is carried out from system, dregs mud can be separated into the solid particle of more than 20 μm of diameter by the sludge-water separating system
Thing and separation mud, the separation mud are precipitated into the first sedimentation basin and obtain precipitation mud, and the precipitation mud is again
Logical overfall separately flows into the second sedimentation basin and the 3rd sedimentation basin, and proportion and viscosity measurements are carried out to the precipitation mud：
When the proportion of the precipitation mud in 1.05~1.2g/cm3 and its viscosity in 18~24s when, the precipitation mud
The first adjustment pond is flowed into after the second sedimentation basin, the 3rd sedimentation basin precipitation, because mud is in slurry shield machine tunneling construction process
Can constantly it be lost with sludge-water separating system, to ensure slurry shield machine normal construction, it is necessary to constantly into the first adjustment pond
The expanded mud is supplemented, is sufficiently stirred after the expanded mud mixing of the precipitation mud and supplement through movable stirring device
Enter the first overfall pond afterwards, then enter stock pump described in the first equipment pond and be delivered to the recycling of First slurry shield machine；
When the precipitation mud balance is more than 1.2g/cm3 or when the precipitation mud viscosity is more than 24s, closing the
The pipeline entered described in one equipment pond between stock pump and the first overfall pond and the Slurry treatment system and first group of use
Plasma discharge pipeline between pond, at the same enter described in opening pipeline between stock pump and the second overfall pond and the sludge-water separating system with
Pipeline between first group of standby pool, first group of standby pool, the second adjustment pond, the second overfall pond are enabled, now, from described
The separation mud that sludge-water separating system is isolated enters the 12nd sedimentation basin, then through the 11st sedimentation basin and the tenth sedimentation basin
Flow into the second adjustment pond afterwards, precipitation mud and the expanded mud enters the in the second sedimentation basin after being thoroughly mixed
Two overfall ponds, then it is delivered to the recycling of First slurry shield machine through entering stock pump described in the first equipment pond；At the same time, institute
State first group of precipitation mud using pond and carry out centrifugation and press filtration is handled by the way that centrifuge is integrated and filter press is integrated, by institute
State the proportion of precipitation mud and viscosity be down to it is standby after zone of reasonableness；When the mud balance and viscosity of first group of standby pool rise to
When can not meet First slurry shield construction needs, the sludge-water separating system is flowed into the plasma discharge pipeline of first group of standby pool
Closed with the pulp-inlet pipe road in the second overfall pond, while open the sludge-water separating system and flow into first group of plasma discharge pipeline for using pond
With the pulp-inlet pipe road in the first overfall pond, so circulation can meet the use of First slurry shield machine；
Second slurry shield machine uses mud endless form identical with the occupation mode of First slurry shield machine, when
The mud circulating system of First slurry shield machine can switch to second slurry shield machine in time when breaking down
The mud circulating system, that is to say, that two mud circulating systems can be used with any switching laws.
Due to using technical scheme as described above, the present invention produces following good effect：
1st, stock tank and expanded pond are mixed in each self-configuring of two slurry shields one, and two are mixed stock tank and expanded pond can be mutual
Switching uses, therefore the quantity of mixing mud can meet the needs of two slurry shield constructions, and mud puffing time is guaranteed,
Ensure the quality of new mixing mud.
2nd, two slurry shield machines are applied in the stratum based on the fine particles such as clay, silt, farinose argillic horizon simultaneously
Man-hour will not reduce drivage efficiency because of mud balance and viscosity rise, more will not therefore shut down, it can be ensured that two mud
The drivage efficiency and the continuity of construction that water shield machine is constructed simultaneously, in the case where ensureing the duration, substantially reduce construction cost.
3rd, adjusting the packaged type mud stirring device installed in pond can be uniform by mud stirring with comprehensive no dead angle, no
The quality of driving mud can be influenceed, and when a mud stirring device for adjusting pond breaks down, is immediately switched to other tune
Continue to construct in whole pond, it is ensured that the continuity of construction, under the basis for ensuring construction speed, can not only save substantial amounts of system
Pulp material and water resource, and environmental protection is not by mud contamination.
Brief description of the drawings
Fig. 1 is the mud pit configuration plane simplified schematic diagram of the present invention.
In Fig. 1：The sedimentation basins of 1- first, the sedimentation basins of 2- second, the sedimentation basins of 3- the 3rd, 4- first adjust pond, 5- movement stirrings
Device, 6- first mix stock tank, the storehouses of 7- first, the first expanded ponds of 8-, the first overfalls of 9- pond, the first equipment of 10- pond, 11- second
Overfall pond, 12- second adjust pond, 13- clear water reserviors, and 14- the 3rd adjusts pond, the overfall ponds of 15- the 3rd, the second equipment of 16- pond, 17-
4th overfall pond, the second expanded ponds of 18-, the storehouses of 19- second, 20- second mix stock tank, and 21- the 4th adjusts pond, and 22- the 4th is precipitated
Pond, the sedimentation basins of 23- the 5th, the sedimentation basins of 24- the 6th, the sedimentation basins of 25- the 7th, the sedimentation basins of 26- the 8th, the sedimentation basins of 27- the 9th, 28-
Tenth sedimentation basin, the sedimentation basins of 29- the 11st, the sedimentation basins of 30- the 12nd.
Embodiment
The present invention is a kind of mud pit configuration application method for meeting two slurry shield machines while construction.
Mud pit its basic configuration of the present invention contain mix stock tank is integrated, expanded pond is integrated, clear water reserviors, sedimentation basin are integrated,
Adjust that pond is integrated, overfall pond is integrated, equipment pond is integrated, movable stirring device, the first storehouse and the second storehouse, the first storehouse and the
The bentonite, soda ash and sodium carboxymethylcellulose CMC of mixing mud are stored with two storehouses.
It is described to mix that stock tank is integrated to be included first and mix stock tank 6 and second mix stock tank 20 with reference to Fig. 1, two mix stock tank length ×
It is wide × high equal.The expanded pond is integrated to include the first expanded 8 and second expanded pond 18 of pond, two adjust pond length × wide ×
It is high equal.The sedimentation basin is integrated include the first sedimentation basin 1, the second sedimentation basin 2, the 3rd sedimentation basin 3, the 4th sedimentation basin 22,
5th sedimentation basin 23, the 6th sedimentation basin 24, the 7th sedimentation basin 25, the 8th sedimentation basin 26, the 9th sedimentation basin 27, the tenth sedimentation basin
28th, the 11st sedimentation basin 29 and the 12nd sedimentation basin 30, the length × width × height of 12 sedimentation basins are equal.The adjustment Chi Ji
Pond 21, the length × wide in four adjustment ponds are adjusted into adjusting pond the 12, the 3rd including the first adjustment pond 4, second and adjusting pond 14 and the 4th
× high equal.The overfall pond is integrated to include the first overfall pond 9, the second overfall pond 11, the 3rd overfall pond 15 and the 4th overfall
Pond 17, the length × width × height in four overfall ponds are equal.The equipment pond is integrated to include the first equipment pond 10 and the second equipment pond
16, the length × width × height in each equipment pond is equal.
By first adjustment pond 4, second adjust pond the 12, the 3rd adjust pond 14 and the 4th adjust pond 21 by length direction from a left side to
The right side is arranged in order to form elongate slots, two rail is laid at its both ends by the elongate slots length direction, and adjusted respectively first
Whole pond 4, second, which adjusts, sets up respective mobile stirring dress on the rail of the adjustment pond 14 and the 4th of pond the 12, the 3rd adjustment both sides of pond 21
Put, movable stirring device is furnished with agitator, road wheel and rail wheel, and the road wheel is movable plus described rail wheel or so
Walking can make the agitator implement stirring in the optional position in the adjustment pond.
Being arrayed from left to right in front of the elongate slots has the 3rd sedimentation basin 3, the second sedimentation basin 2, first precipitation
Pond 1, the 12nd sedimentation basin 30, the 11st sedimentation basin 29, the tenth sedimentation basin 28, the 9th sedimentation basin 27, the 8th sedimentation basin the 26, the 7th
Sedimentation basin 25, the 6th sedimentation basin 24, the 5th sedimentation basin 23 and the 4th sedimentation basin 22, the 3rd sedimentation basin 3, the second sedimentation basin 2 and
One sedimentation basin 1 forms first group and uses pond, and the 12nd sedimentation basin 30, the 11st sedimentation basin 29 and the tenth sedimentation basin 28 form first
Group standby pool, the 9th sedimentation basin 27, the 8th sedimentation basin 26 and the 7th sedimentation basin 25 form second group and use pond, the 6th sedimentation basin
24th, the 5th sedimentation basin 23 and the 4th sedimentation basin 22 form second group of standby pool, and the sedimentation basin in each group passes through what top configured
Several overfalls realize being interconnected for mud.
In the rear of elongate slots center configuration clear water reserviors 13, there is the second equipment pond in the right side backend arrangement of clear water reserviors
16, the 3rd overfall pond 15 and the 4th overfall pond 17 are configured in the right side front of clear water reserviors, in the right side of the second equipment pond 16 configuration the
Two expanded ponds 18, stock tank 20 is mixed in the right side of the 4th overfall pond 17 configuration second, it is right that stock tank 20 is mixed in the second expanded pond 18 and second
Side configures the second storehouse 19, has the first equipment pond 10 in the left side backend arrangement of clear water reserviors, in the left side front-end configuration of clear water reserviors
Second overfall pond 11 and the first overfall pond 9, in the left side of the first equipment pond 10 the first expanded pond 8 of configuration, in the left side of the first overfall pond 9
Stock tank 6 is mixed in configuration first, and configuration the first storehouse 7 in the left side of stock tank 6 is mixed in the first expanded pond 8 and first；In the He of the first equipment pond 10
It is equipped with second equipment pond 16 into stock pump.
Described first group adjusts pond 12, the first overfall pond using pond, first group of standby pool, the first adjustment pond 4, second
9th, the second overfall pond 11, the first equipment pond 10, first mix 6 and first expanded pond 8 of stock tank and form following for First slurry shield machine
Ring mud system, described second group using pond, second group of standby pool, the 3rd adjustment pond the 14, the 4th adjust pond 21, the 3rd time
Stock tank 15, the 4th overfall pond 17, the second equipment pond 16, second mix 20 and second expanded pond 18 of stock tank and form second slurry shield
The circulating mud system of machine；Clear water reserviors 13 are that two slurry shield machines share.
Before the construction of First slurry shield machine, first with bentonite, soda ash and the carboxymethyl cellulose stored in the first storehouse 7
The clear water stored in plain sodium CMC and clear water reserviors 13 mixes the fresh mud of mixing in stock tank 6 first, and the proportion of the fresh mud is
1.05g/cm3 and the control of its viscosity in 18~24s, then the fresh mud pumping is carried out into the first expanded pond 8 it is expanded,
The fresh mud forms expanded mud after expanded 24 hours, then deposits the expanded slurry transportation into the first adjustment pond 4
Store up and stir to form driving mud.
When First slurry shield machine starts tunneling construction, stock pump and the second overfall will be entered described in the first equipment pond 10
The pipeline in pond 11 is closed, and enters the pipeline that stock pump is connected with the first overfall pond 9 described in unlatching, by it is described enter stock pump by the first overfall pond
Driving slurry transportation in 9 is into the cutterhead storehouse of First slurry shield machine, under the driving mud is cut with cutterhead storehouse again
Dregs is mixed to form dregs mud, then by the slurry pump that First slurry shield machine configures by the dregs slurry transportation extremely
Sludge-water separating system carries out separation of solid and liquid, and dregs mud can be separated into consolidating for more than 20 μm of diameter by the sludge-water separating system
Body particulate matter and separation mud, the separation mud are precipitated into the first sedimentation basin 1 and obtain precipitation mud, the precipitation
Mud leads to overfall and separately flows into the second sedimentation basin 2 and the 3rd sedimentation basin 3 again, and proportion and viscosity are carried out to the precipitation mud
Detection：
When the proportion of the precipitation mud in 1.05~1.2g/cm3 and its viscosity in 18~24s when, the precipitation mud
The first adjustment pond 4 is flowed into after the second sedimentation basin 2, the 3rd sedimentation basin 3 precipitation, because mud is in slurry shield machine tunneling construction mistake
Can constantly it be lost in journey and sludge-water separating system, to ensure slurry shield machine normal construction, it is necessary to constantly to the first adjustment pond 4
It is abundant through movable stirring device 5 after the expanded mud mixing of the middle supplement expanded mud, the precipitation mud and supplement
Enter the first overfall pond 9 after stirring, then enter described in the first equipment pond stock pump and be delivered to the circulation of First slurry shield machine to make
With.
When the precipitation mud balance is more than 1.2g/cm3 or when the precipitation mud viscosity is more than 24s, closing the
The pipeline and the Slurry treatment system entered described in one equipment pond 10 between stock pump and the first overfall pond 9 makes with described first group
Enter pipeline and the sludge-water separating system between stock pump and the second overfall pond with the plasma discharge pipeline between pond, while described in opening
With the pipeline between first group of standby pool, first group of standby pool, the second adjustment pond 12, the second overfall pond 11 are enabled, now,
The separation mud isolated from the sludge-water separating system enters the 12nd sedimentation basin 30, then through the He of the 11st sedimentation basin 29
The second adjustment pond 12 is flowed into after tenth sedimentation basin 28, the precipitation mud is with the expanded mud in the second sedimentation basin 2 through abundant
Enter the second overfall pond 11 after being stirred, then First slurry shield machine is delivered to through entering stock pump described in the first equipment pond 10
Recycle；At the same time, the described first group precipitation mud using pond is integrated into by the way that centrifuge is integrated with filter press
Row centrifugation and press filtration processing, the proportion of the precipitation mud and viscosity are down to standby after zone of reasonableness；When first group of standby pool
Mud balance and viscosity rise to can not meet First slurry shield construct needs when, the sludge-water separating system is flowed into
The plasma discharge pipeline of first group of standby pool and the pulp-inlet pipe road in the second overfall pond 11 are closed, while open the sludge-water separating system stream
First muddy water shield can be met using the plasma discharge pipeline in pond and the pulp-inlet pipe road in the first overfall pond 9, so circulation by entering first group
The use of structure machine.
Second slurry shield machine uses mud endless form identical with the occupation mode of First slurry shield machine, when
The mud circulating system of First slurry shield machine can switch to second slurry shield machine in time when breaking down
The mud circulating system, that is to say, that two mud circulating systems can be used with any switching laws.
Claims (1)
1. a kind of mud pit configuration application method for meeting two slurry shield machines and constructing simultaneously, the basic configuration of the mud pit contain
Mix that stock tank is integrated, expanded pond is integrated, clear water reserviors, sedimentation basin are integrated, adjustment pond is integrated, overfall pond is integrated, equipment pond is integrated, moves
Agitating device (5), the first storehouse (7) and the second storehouse (19) are moved, mixing is stored with the first storehouse (7) and the second storehouse (19)
Bentonite, soda ash and the sodium carboxymethylcellulose CMC of mud；It is characterized in that：
Described to mix that stock tank is integrated to be included first and mix stock tank (6) and second mix stock tank (20), two length × width × heights for mixing stock tank are equal
It is equal；
The expanded pond, which integrates, includes the first expanded pond (8) and the second expanded pond (18), the length × width × height in two expanded ponds are equal
It is equal；
The sedimentation basin is integrated to include the first sedimentation basin (1), the second sedimentation basin (2), the 3rd sedimentation basin (3), the 4th sedimentation basin
(22), the 5th sedimentation basin (23), the 6th sedimentation basin (24), the 7th sedimentation basin (25), the 8th sedimentation basin (26), the 9th sedimentation basin
(27), the tenth sedimentation basin (28), the 11st sedimentation basin (29) and the 12nd sedimentation basin (30), the length of 12 sedimentation basins × wide ×
It is high equal；
The adjustment pond is integrated to include the first adjustment pond (4), the second adjustment pond (12), the 3rd adjustment pond (14) and the 4th adjustment pond
(21), the length × width × height in four adjustment ponds is equal；
The overfall pond is integrated to include the first overfall pond (9), the second overfall pond (11), the 3rd overfall pond (15) and the 4th overfall pond
(17), the length × width × height in four overfall ponds is equal；
The equipment pond, which integrates, includes the first equipment pond (10) and the second equipment pond (16), the length × width × height in each equipment pond are homogeneous
Deng；
By first adjust pond (4), second adjustment pond (12), the 3rd adjustment pond (14) and the 4th adjustment pond (21) press length direction from
Left-to-right is arranged in order to form elongate slots, and two rail are laid at its both ends by the elongate slots length direction, and respectively the
It is respective that one adjustment pond (4), the second adjustment pond (12), the 3rd adjustment pond (14) and the 4th adjust erection on the rail of pond (21) both sides
Movable stirring device, movable stirring device is furnished with agitator, road wheel and rail wheel, and the road wheel is movable to add institute
Stating rail wheel or so walking can make the agitator implement stirring in the optional position in the adjustment pond；
Being arrayed from left to right in front of the elongate slots has the 3rd sedimentation basin (3), the second sedimentation basin (2), the first precipitation
Pond (1), the 12nd sedimentation basin (30), the 11st sedimentation basin (29), the tenth sedimentation basin (28), the 9th sedimentation basin (27), the 8th sink
Shallow lake pond (26), the 7th sedimentation basin (25), the 6th sedimentation basin (24), the 5th sedimentation basin (23) and the 4th sedimentation basin (22), the 3rd is heavy
Shallow lake pond (3), the second sedimentation basin (2) and the first sedimentation basin (1) form first group and use pond, the 12nd sedimentation basin (30), the 11st
Sedimentation basin (29) and the tenth sedimentation basin (28) form first group of standby pool, the 9th sedimentation basin (27), the 8th sedimentation basin (26) and the
Seven sedimentation basins (25) form second group and use pond, the 6th sedimentation basin (24), the 5th sedimentation basin (23) and the 4th sedimentation basin (22) structure
Into second group of standby pool, several overfalls that the sedimentation basin in each group is configured by top realize being interconnected for mud；
In the rear of elongate slots center configuration clear water reserviors (13), there is the second equipment pond in the right side backend arrangement of clear water reserviors
(16) the 3rd overfall pond (15) and the 4th overfall pond (17), are configured in the right side front of clear water reserviors, it is right in the second equipment pond (16)
Side configures the second expanded pond (18), and second is configured on the right side of the 4th overfall pond (17) and mixes stock tank (20), in the second expanded pond (18)
The second storehouse of configuration (19) on the right side of stock tank (20) is mixed with second, has the first equipment pond (10) in the left side backend arrangement of clear water reserviors,
In the second overfall of left side front-end configuration pond (11) of clear water reserviors and the first overfall pond (9), configured on the left of the first equipment pond (10)
First expanded pond (8), stock tank (6) is mixed in the first overfall pond (9) left side configuration first, slurry is mixed in the first expanded pond (8) and first
The first storehouse of configuration (7) on the left of pond (6)；It is equipped with the first equipment pond (10) and the second equipment pond (16) into stock pump；
Described first group uses pond, first group of standby pool, the first adjustment pond (4), the second adjustment pond (12), the first overfall pond
(9), the second overfall pond (11), the first equipment pond (10), first mix stock tank (6) and the first expanded pond (8) formation First muddy water
The circulating mud system of shield machine, described second group is adjusted using pond, second group of standby pool, the 3rd adjustment pond (14), the 4th
Whole pond (21), the 3rd overfall pond (15), the 4th overfall pond (17), the second equipment pond (16), second mix stock tank (20) and second swollen
Change the circulating mud system that pond (18) form second slurry shield machine；Clear water reserviors (13) are that two slurry shield machines share；
Before the construction of First slurry shield machine, first with bentonite, soda ash and the carboxymethyl cellulose of storage in the first storehouse (7)
The clear water of storage mixes the fresh mud of mixing in stock tank (6), the proportion of the fresh mud first in sodium CMC and clear water reserviors (13)
Be 1.05g/cm3 and the control of its viscosity in 18~24s, then will progress in the fresh mud pumping to the first expanded pond (8)
Expanded, the fresh mud forms expanded mud after expanded 24 hours, then by the expanded slurry transportation to the first adjustment pond
(4) stored in and stir to form driving mud；
When First slurry shield machine starts tunneling construction, stock pump and the second overfall pond will be entered described in the first equipment pond (10)
(11) pipeline is closed, and enters the pipeline that stock pump is connected with the first overfall pond (9) described in unlatching, by it is described enter stock pump by the first overfall
Into the cutterhead storehouse of First slurry shield machine, the driving mud is cut driving slurry transportation in pond (9) with cutterhead storehouse again
Under dregs be mixed to form dregs mud, it is then by the slurry pump that First slurry shield machine configures that the dregs mud is defeated
Deliver to sludge-water separating system and carry out separation of solid and liquid, dregs mud can be separated into diameter more than 20 μm by the sludge-water separating system
Solid particulate matter and separation mud, it is described separation mud precipitated into the first sedimentation basin (1) and obtain precipitation mud, institute
Stating precipitation mud, logical overfall separately flows into the second sedimentation basin (2) and the 3rd sedimentation basin (3) again, and the precipitation mud will be carried out
Proportion and viscosity measurements：
When the proportion of the precipitation mud in 1.05~1.2kg/cm3 and its viscosity in 18~24s when, the precipitation mud is through the
The first adjustment pond (4) is flowed into after two sedimentation basins (2), the 3rd sedimentation basin (3) precipitation, because mud is in slurry shield machine tunneling construction
Can constantly it be lost in process and sludge-water separating system, to ensure slurry shield machine normal construction, it is necessary to constantly to the first adjustment
Through movable stirring device after the expanded mud mixing of the supplement expanded mud in pond (4), the precipitation mud and supplement
(5) enter the first overfall pond (9) after being sufficiently stirred, then enter stock pump described in the first equipment pond and be delivered to First slurry shield
Machine recycles；
When the precipitation mud balance is more than 1.2g/cm3 or when the precipitation mud viscosity is more than 24s, closing first is set
The pipeline and the Slurry treatment system entered described in standby pond (10) between stock pump and the first overfall pond (9) makes with described first group
Enter pipeline and the sludge-water separating system between stock pump and the second overfall pond with the plasma discharge pipeline between pond, while described in opening
With the pipeline between first group of standby pool, first group of standby pool, the second adjustment pond (12), the second overfall pond (11) are enabled,
Now, the separation mud isolated from the sludge-water separating system enters the 12nd sedimentation basin (30), then heavy through the 11st
Shallow lake pond (29) and the tenth sedimentation basin (28) flow into the second adjustment pond (12) afterwards, and the precipitation mud is with the expanded mud second
Sedimentation basin (2) enters the second overfall pond (11) after being thoroughly mixed, then defeated through entering stock pump described in the first equipment pond (10)
Deliver to the recycling of First slurry shield machine；At the same time, described first group passes through centrifugation using the precipitation mud in pond
Machine is integrated and filter press integrates and carries out centrifugation and press filtration processing, after the proportion of the precipitation mud and viscosity are down into zone of reasonableness
It is standby；When the mud balance and viscosity of first group of standby pool rise to can not meet First slurry shield construct needs when, will
The plasma discharge pipeline of first group of standby pool of the sludge-water separating system inflow and the pulp-inlet pipe road in the second overfall pond (11) are closed, simultaneously
The pulp-inlet pipe road that the sludge-water separating system flows into first group of plasma discharge pipeline for using pond and the first overfall pond (9) is opened, so
Circulation can meet the use of First slurry shield machine；
Second slurry shield machine uses mud endless form identical with the occupation mode of First slurry shield machine, when first
The mud circulating system of platform slurry shield machine can switch to the described of second slurry shield machine in time when breaking down
Mud circulating system, that is to say, that two mud circulating systems can be used with any switching laws.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109291241A (en) * | 2018-11-14 | 2019-02-01 | 中铁二十局集团轨道交通工程有限公司 | A kind of bentonite extruding storage device and application method |
| CN109650696A (en) * | 2019-01-10 | 2019-04-19 | 中铁隧道集团二处有限公司 | A kind of improvement processing method of slurry shield fine grained mud |
| CN109653752A (en) * | 2018-12-04 | 2019-04-19 | 中铁隧道集团二处有限公司 | A kind of mutual switching method of dual stage slurry shield machine into plasma discharge system |
| CN112619279A (en) * | 2020-11-10 | 2021-04-09 | 中建三局安装工程有限公司 | Slurry balance pipe jacking slurry system and construction method thereof |
| CN112919766A (en) * | 2020-10-15 | 2021-06-08 | 上海天颢实业有限公司 | Muddy water treatment system and method |
| CN114033399A (en) * | 2021-11-17 | 2022-02-11 | 上海地铁盾构设备工程有限公司 | Intelligent monitoring system for synchronous grouting of subway tunnel shield |
| CN117127996A (en) * | 2023-10-27 | 2023-11-28 | 北京建工土木工程有限公司 | Movable tunneling machine muddy water circulating system and method for tunnel pump house excavation |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09125873A (en) * | 1995-10-31 | 1997-05-13 | Masahiro Inoue | Device for mud-water treatment |
| JPH10219239A (en) * | 1996-12-05 | 1998-08-18 | Toagosei Co Ltd | Tunnel boring method using mud water |
| JPH1122371A (en) * | 1997-07-05 | 1999-01-26 | Kawasaki Heavy Ind Ltd | Underground joining type deformed shield machine and underground joining method therefor |
| JP2005041002A (en) * | 2003-07-23 | 2005-02-17 | Sumitomo Densetsu Corp | Method and apparatus for adjusting specific gravity of slurry raw solution |
| CN1598171A (en) * | 2004-08-17 | 2005-03-23 | 广东省基础工程公司 | Apparatus for separating mud and water from large batch slurry and its method |
| CN202325527U (en) * | 2011-12-09 | 2012-07-11 | 中铁隧道装备制造有限公司 | Slurry shield mud conveying device |
| CN102278119B (en) * | 2011-07-01 | 2013-02-27 | 河海大学 | Construction method for muddy water pressurization shield of grid knife flywheel and construction equipment thereof |
| CN103769312A (en) * | 2014-01-09 | 2014-05-07 | 广东华隧建设股份有限公司 | Construction method for processing and recycling slurry shield muck |
| CN204163730U (en) * | 2014-09-12 | 2015-02-18 | 中铁十二局集团有限公司 | Slurry shield Slurry treatment system mud pit |
| CN103437786B (en) * | 2013-09-04 | 2016-02-10 | 中建交通建设集团有限公司 | Shield structure body refuse Recovery Purifying reutilization system is used for the method for Shield Construction Method Used |
| CN205252617U (en) * | 2015-11-26 | 2016-05-25 | 中铁十六局集团地铁工程有限公司 | Slurry shield tunnel sewage cycle utilizes device |
| CN205315005U (en) * | 2015-12-04 | 2016-06-15 | 中交隧道工程局有限公司 | Emergent hydraulic means of slurry shield machine circulation system |
| CN106948827A (en) * | 2017-04-10 | 2017-07-14 | 中铁十四局集团有限公司 | A kind of slurry shield mends slurry circulation technology method and device with emergent |
| CN106996295A (en) * | 2017-05-10 | 2017-08-01 | 中铁隧道股份有限公司 | Slurry balance shield mud circulating system and slurry balance shield |
-
2017
- 2017-08-08 CN CN201710668807.6A patent/CN107443572B/en active Active
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09125873A (en) * | 1995-10-31 | 1997-05-13 | Masahiro Inoue | Device for mud-water treatment |
| JPH10219239A (en) * | 1996-12-05 | 1998-08-18 | Toagosei Co Ltd | Tunnel boring method using mud water |
| JPH1122371A (en) * | 1997-07-05 | 1999-01-26 | Kawasaki Heavy Ind Ltd | Underground joining type deformed shield machine and underground joining method therefor |
| JP2005041002A (en) * | 2003-07-23 | 2005-02-17 | Sumitomo Densetsu Corp | Method and apparatus for adjusting specific gravity of slurry raw solution |
| CN1598171A (en) * | 2004-08-17 | 2005-03-23 | 广东省基础工程公司 | Apparatus for separating mud and water from large batch slurry and its method |
| CN102278119B (en) * | 2011-07-01 | 2013-02-27 | 河海大学 | Construction method for muddy water pressurization shield of grid knife flywheel and construction equipment thereof |
| CN202325527U (en) * | 2011-12-09 | 2012-07-11 | 中铁隧道装备制造有限公司 | Slurry shield mud conveying device |
| CN103437786B (en) * | 2013-09-04 | 2016-02-10 | 中建交通建设集团有限公司 | Shield structure body refuse Recovery Purifying reutilization system is used for the method for Shield Construction Method Used |
| CN103769312A (en) * | 2014-01-09 | 2014-05-07 | 广东华隧建设股份有限公司 | Construction method for processing and recycling slurry shield muck |
| CN204163730U (en) * | 2014-09-12 | 2015-02-18 | 中铁十二局集团有限公司 | Slurry shield Slurry treatment system mud pit |
| CN205252617U (en) * | 2015-11-26 | 2016-05-25 | 中铁十六局集团地铁工程有限公司 | Slurry shield tunnel sewage cycle utilizes device |
| CN205315005U (en) * | 2015-12-04 | 2016-06-15 | 中交隧道工程局有限公司 | Emergent hydraulic means of slurry shield machine circulation system |
| CN106948827A (en) * | 2017-04-10 | 2017-07-14 | 中铁十四局集团有限公司 | A kind of slurry shield mends slurry circulation technology method and device with emergent |
| CN106996295A (en) * | 2017-05-10 | 2017-08-01 | 中铁隧道股份有限公司 | Slurry balance shield mud circulating system and slurry balance shield |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109291241A (en) * | 2018-11-14 | 2019-02-01 | 中铁二十局集团轨道交通工程有限公司 | A kind of bentonite extruding storage device and application method |
| CN109653752A (en) * | 2018-12-04 | 2019-04-19 | 中铁隧道集团二处有限公司 | A kind of mutual switching method of dual stage slurry shield machine into plasma discharge system |
| CN109650696A (en) * | 2019-01-10 | 2019-04-19 | 中铁隧道集团二处有限公司 | A kind of improvement processing method of slurry shield fine grained mud |
| CN112919766A (en) * | 2020-10-15 | 2021-06-08 | 上海天颢实业有限公司 | Muddy water treatment system and method |
| CN112619279A (en) * | 2020-11-10 | 2021-04-09 | 中建三局安装工程有限公司 | Slurry balance pipe jacking slurry system and construction method thereof |
| CN114033399A (en) * | 2021-11-17 | 2022-02-11 | 上海地铁盾构设备工程有限公司 | Intelligent monitoring system for synchronous grouting of subway tunnel shield |
| CN114033399B (en) * | 2021-11-17 | 2024-03-15 | 上海地铁盾构设备工程有限公司 | Intelligent monitoring system for synchronous grouting of subway tunnel shield |
| CN117127996A (en) * | 2023-10-27 | 2023-11-28 | 北京建工土木工程有限公司 | Movable tunneling machine muddy water circulating system and method for tunnel pump house excavation |
| CN117127996B (en) * | 2023-10-27 | 2023-12-22 | 北京建工土木工程有限公司 | Movable tunneling machine muddy water circulating system and method for tunnel pump house excavation |
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