CN105862714B - Soft soil foundation covers water type integral type well point plastic strip vacuum system - Google Patents
Soft soil foundation covers water type integral type well point plastic strip vacuum system Download PDFInfo
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- CN105862714B CN105862714B CN201610379649.8A CN201610379649A CN105862714B CN 105862714 B CN105862714 B CN 105862714B CN 201610379649 A CN201610379649 A CN 201610379649A CN 105862714 B CN105862714 B CN 105862714B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
- E02D3/103—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by installing wick drains or sand bags
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0053—Production methods using suction or vacuum techniques
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- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of soft soil foundation of the present invention covers water type integral type well point plastic strip vacuum system, it is characterised in that it includes that integral type well point plastic strip pipe carries out plugging the integral type well point plastic strip pipe network lattice that construction is formed；Integral type well point plastic strip pipe includes drain bar, connection box, well-point pipe and connecting tube, the drain bar is vertically arranged in deep soil, the well-point pipe is vertically arranged in shallow soil body, the upper end of drain bar is connected by the lower end of connection box and well-point pipe, the upper end exposing shallow soil of well-point pipe is external, and the upper end of well-point pipe and one end of connecting tube connect；Integral type well point plastic strip pipe network lattice connect general pipeline and vacuum pump forms integral type well point plastic strip vacuum system, and the region surface to be reinforced of arrangement integral type well point plastic strip pipe network lattice, which is provided with, covers water layer.The present invention has the advantages that easy to operate, low in cost, construction effect is good.
Description
Technical field
The present invention relates to a kind of Treatment Methods of Soft Ground more particularly to a kind of soft soil foundation to cover the modeling of water type integral type well point
Vacuum pumping system.
Background technique
It is provided according to " Code for design of building " (GB5007-2011) 7.1.1, soft foundation is meant mainly by becoming silted up
The ground that mud, muck soil, rinse fill, miscellaneous fill or other high-compressibility soil layers are constituted.Building is carried out on soft foundation to apply
Before work, need first to carry out consolidation process to soft foundation, conventional consolidation processing methods have following several:
One, conventional vacuum ground preloading, conventional vacuum ground preloading " land and river sea lakes and marhshes domain is underwater " soft soil foundation are equal
It needs to be laid with sealing film, sand bedding course, but has the disadvantage in that
1, difficulty of construction is big for large area sealing film, and land vacuum preloading needs a large amount of artificial plastic film mulch mechanization degrees low, especially
It is that underwater vacuum precompression sealing film is more difficult to construct；
2, pvc seals the low easy damaged gas leakage of film-strength, two layers of sealing film, one layer of geotextiles cost height, searches air leakage point
Difficulty, sealing effect are bad；
3, a large amount of pvc seals film not environmentally；
4, for earth's surface maximum up to negative pressure 80kPa, negative pressure is fast toward soil layer deep slippages under film, general every toward deep transmitting
Rice loss negative pressure 10kPa or so, 8 to 10 meters of earth's surface or so following soft soil vacuum preloading effects are poor, and effective reinforcement depth is shallow；
5, the in situ table of loading surface or backfill earth's surface, even if surface layer sealing film is air tight, the stabilization zone surrounding shallow-layer soil body
Slow gas leakage can not still be ignored, and in the case where especially 90 days or so long time loadings, add to a certain extent in level of ground water decline
Gu area's surrounding shallow soil body drain gas degree more causes anxiety.
Two, follow-on vacuum pre-press reinforcing has the disadvantage in that
1, sand bedding course is gone to be changed to the direct-connected plastic strip plate mode of hand connector, changing indirect transfer negative pressure is directly to transmit negative pressure mould
Formula, but it there is still a need for sealing film, peak suction loading surface is still in earth's surface；
2, serous fluid of dredger fill forms sealant or the direct-connected plastic strip of vacuum manifold and buries 1.5 meters or so or 3 meters of vacuum chimney filter underground
Left and right sides plastic uptake arranges replacement seal film, and 10 days vacuum preloading initial stages right-left seal is preferable, but as serous fluid of dredger fill dehydration consolidation is opened
It splits, level of ground water rapid decrease, sealing effect is had a greatly reduced quality；
3, reclaim fields from the sea ultra-soft soil can not mechanical execution, first do artificial plate shallow-layer plastic strip vacuum preloading, it is strong to its ground
It spends and is suitble to mechanical execution, then do deep vacuum precompressed, reclaim fields from the sea ultra-soft soil vacuum preloading and conventional vacuum precompressed principle technique
Almost consistent, only artificial and mechanical simple difference, process is more complex, cost height, low efficiency；
Vacuum preloading level of ground water decline in 90 days is typically only 1 ~ 3 meter, and practical application generally handles deep soft soil foundation, shallowly
Layer is ineffective, theoretically reinforces groundwork bearing capacity and is generally 80kPa or so, and practical application superficial layer foundation bearing capacity is past
Toward too low or even only 30 ~ 50kPa.
Three, vacuum-dewatering joint dynamic consolidation construction has the disadvantage in that
1, Application of light well point precipitation+strong rammer
Traditional general pipeline and branch pipe, general 6 meters of branch pipe depth, well point spacing is generally 4*4m, using vacuum-dewatering, only drops
Water or precipitating, pre-pressing function cannot have both vacuum preloading negative pressure consolidation since the depth as shallow spacing big time is short simultaneously；
2, tube well dewatering or deep-well precipitation+strong rammer
Traditional general pipeline and branch pipe, pipe well use immersible pump gravity precipitation, and deep-well precipitation is using immersible pump gravity precipitation and very
The mode that airborne water combines, well-point arrangement spacing is bigger, general 15*15m, and thick and thin processing mode lays particular emphasis on precipitation, due to
The spacing excessive time is short cannot to have both vacuum preloading negative pressure consolidation simultaneously；
Dewatering dynamic compaction Ground Treatment is suitable only for shallow-layer because of precipitation is thick layouting of dredging and (30 days or so) processing mode in short term
Processing；
The presence of above all methods can improve and optimize place.
Summary of the invention
The purpose of the present invention is to overcome the above shortcomings and to provide a kind of good soft of easy to operate, low in cost, construction effect
Soil base covers water type integral type well point plastic strip vacuum system.
The object of the present invention is achieved like this:
A kind of soft soil foundation covers water type integral type well point plastic strip vacuum system, it is characterised in that it includes the modeling of integral type well point
Comb carries out plugging the integral type well point plastic strip pipe network lattice that construction is formed；Integral type well point plastic strip pipe include drain bar, connection box,
Well-point pipe and connecting tube, the drain bar are vertically arranged in deep soil, and the well-point pipe is vertically arranged in the shallow-layer soil body
Interior, the upper end of drain bar is connected by the lower end of connection box and well-point pipe, and the upper end exposing shallow soil of well-point pipe is external, well-point pipe
Upper end and connecting tube one end connect；Integral type well point plastic strip pipe network lattice connect general pipeline and vacuum pump forms the modeling of integral type well point
Vacuum pumping system, the region surface to be reinforced of arrangement integral type well point plastic strip pipe network lattice, which is provided with, covers water layer.
Drain bar includes the filter membrane of internal core plate and core plate periphery, and it is logical that draining is formed between the core plate and filter membrane
Road, the core plate are made of non-degradable material or material difficult to degrade, and the filter membrane is made of degradation material.
Core plate includes the main gusset an of lateral arrangement and more longitudinal gaps are arranged in secondary gusset before and after main gusset,
The gap formed between main ribs plate, secondary gusset and filter membrane is drainage channel.
The connecting tube is wired hose, and connecting tube includes the spiral wire of hose and Lining Hose.
The transverse tube is segmented by multiple transverse tubes and multi-pass linkage section is formed by connecting, and is passed through between two neighboring transverse tube segmentation
Multi-pass linkage section is attached.
Multi-pass linkage section uses eight logical linkage sections, and eight logical linkage sections include linkage section main body, the left and right two of linkage section main body
End is respectively arranged with transverse tube segmentation interface, is forwardly and rearwardly respectively set in linkage section main body there are three interface tube is connected, even
The adjacent connecting tube of adapter tube interface is attached, and transverse tube is segmented the adjacent transverse tube of interface and is segmented connection.
The transverse tube segmentation includes a necking section and straight pipe, the distance of the necking section that the same transverse tube is segmented to longitudinal tubule (L tubule)
Than the distance of straight pipe to longitudinal tubule (L tubule).
The longitudinal tubule (L tubule) is segmented by multiple longitudinal tubule (L tubule)s and three-way connection is formed by connecting, and two neighboring longitudinal tubule (L tubule) segmentation is connected by three
Head connection, the third interface of three-way connection connect the transverse tube closed on, are additionally provided with check valve in longitudinal tubule (L tubule) segmentation.
The total pipe surface earthing work cloth and sealing film of integral type well point plastic strip vacuum system.
Compared with prior art, the beneficial effects of the present invention are:
1, sealing system improves one:
Cancel sand bedding course, by using the shallow-layer soil body at the well-point pipe of integral type well point plastic strip vacuum system as under overlay film
First of critical seal layer；Sealing effect is good, and construction is simple is reliable, saves material；
2, sealing system improves two:
Setting identical as conventional vacuum precompressed sealing system, containing geotextiles sealing film and mud sealing curtain；
3, sealing system improves three:
Region surface to be reinforced in cofferdam covers water-stop, forms the third road sealant under overlay film；
4, sealing system improves four
Sealing film indentation sealing postsulcal part point is backfilling and compacted, and sealing ditch, which is poured water, to be ensured to seal ditch leakproofness, forms the 4th
Sealing；
5, Vacuum Loading System improves one:
Conventional vacuum precompressed, the load of 80KPa negative pressure of vacuum is each provided at earth's surface, and after improvement, 80KPa negative pressure maximum value is located at ground
The following shallow-layer soil body of table and deep soil junction are improved centainly by improving vacuum preloading effective reinforcement depth theoretically
Depth (depth of first of sealant i.e. the shallow-layer soil body), while reducing to reinforcing area surrounding shallow-layer sealing effect not
Good bring negative effect；
6, Vacuum Loading System improves two:
Conventional vacuum precompressed use etc. carries compression system, is formed in addition to early period in order to check leaking source and slow down plastic strip earth pillar
Turn on pump rate 60% ~ 80%, later period maintain negative pressure is energy saving also turn on pump rate to be maintained to be not less than 80%, and other situations were both unchanged, improved
Afterwards, using hierarchical loading, until settling stabilization under this grade of negative pressure load, level-one load level is then improved again and continues to add
Pressure circuits sequentially until stablizing, and steps up zone negative pressure to be reinforced to maximum value, is similar to static load test hierarchical loading,
Also the work progress of construction multistage loadings is simulated, loads consolidation mode for allergic effect power path, in practice it has proved that, conventional vacuum
Although realizing earth's surface negative pressure 80kPa load level, it is full that the following different depth soil body of earth's surface reaches far away 80kPa or more for precompressed
Load state, this is a biggish mistaken ideas, theoretically can be by infinitely increasing vacuum pump quantity by hierarchical loading after improvement
Realize that the different depth soil body reaches the fully loaded negative pressure reinforcing state of theoretical limit 80kPa or more.This improvement greatly improves
Vacuum preloading limit consolidation effect, and conventional vacuum precompressed is difficult to infinitely improve vacuum pump quantity realization hierarchical loading,
The reason is that: first, the more difficult random increase vacuum pump quantity of sealing system membrane system complex, can only once be laid by preset quantity
Complete, vacuum pump quantity can not be adjusted according to monitoring data and realize dynamically load, secondly, be continuously increased with vacuum pump quantity,
Level of ground water decline is too fast, and the above surrounding soil body of level of ground water forms biggish leaking source, conventional to use clay envelope wall cement
Native envelope wall etc. seems helpless less effective that process materials limit at present in face of the huge leaking source of semi-infinite body ground
The slow gas leakage that earth's surface sealing system shows under ever-increasing vacuum level, causes to form the circulation of a limiting equilibrium,
Therefore conventional vacuum is pressed with the vacuum pump quantity of a balance in advance, the every vacuum pump processing area 800 ~ 1500 also often said in specification
Square.This is also vacuum preloading 90 days, the theoretical source of 800 ~ 1500 squares of fixed pattern conclusions of every vacuum pump processing area, improves
Afterwards, the groundwater recharge of suction forms the seepage flow self-loopa of reinforcing area body of groundwater to ground surface layer or recharge to ground surrounding
System preferably realizes the vacuum preloading of hierarchical loading；
7, vaccum pump unit improves
Conventional vacuum precompressed carries out vacuum preloading from the jet pump that overflows using open type, is improved to conventional light well point and is used
Sealed vacuum jet pump, maintenance convenient for safeguarding extends service life of equipment, while being easy to implement vacuum preloading and precipitation is strong
The perfect linking for ramming construction completes " vacuum using the same integral type well point plastic strip vacuum system of the same general pipeline of same equipment
3 kinds of precompressed, precipitating, pre-pressing, dynamic consolidation " or more of foundation stabilization task.
8, the improvement of general pipeline:
Conventional vacuum precompressed general pipeline is equal diameter pvc chimney filter etc., improves transverse tube and uses with self-control venturi jet stream effect
The transverse tube segmentation of necking section improve vacuumizing effect, traditional threeway is in addition substituted using multi-pass linkage section and improves tubing utilization rate
And assembly efficiency；
9, drain bar improves:
Conventional Degradable plastic water drainage plate is core plate degradation, and practical degradation effect is bad, improves drain bar and uses filter membrane
Degradable biological material, does not stay drainage channel to reduce settlement after construction after environmental protection and work, core plate reduces cost simultaneously without degradation
Core plate is as reinforcement material reinforcing soft soil；
10, the remaining plastic draining board of conventional vacuum precompressed often causes certain residual settlement after work, especially constructs
Period fails the soft soil foundation sufficiently consolidated, the slow consolidation settlement under load long term after work, forms disease, after improvement,
The superstructure (connection box, well-point pipe and connecting tube) of integral type well point plastic strip pipe can be pulled out, light in vacuum preloading, precipitation
After the completion of rammer, the superstructure of integral type well point plastic strip pipe, the superstructure of integral type well point plastic strip pipe are pulled out using pipe extractor
It can reuse, while the drain bar under earth's surface in shallow soil body under noresidue drainage channel, the shallow-layer soil body realizes entirety
Drainage channel is not stayed after work, reduces residual settlement after work；
11, conventional precipitation gently rams well point mechanical hole building and does not often take out water formation dried-up well, general to recommend to use artificial water
Rush method pore-forming, the general 200 ~ 300mm in aperture, general 1 meter of filter or so, pore-forming is bad can not to be often discharged, spacing of layouting due to
It looks after and rams walking and be also impossible to too close, the limited water lift of light well point vacuum-dewatering principle is height-limited, at present seen in document
Most deep light well point considers precipitation funnel, old place is lauched the low limit depth of potential drop only 4 ~ 5 meters of left sides also just at 7 meters or so
The right side, being required to backfill medium coarse sand ensures water recharging, and water yield is smaller, and vacuum jet pump negative pressure is caused to reduce very fast influence vacuum
Dewatering effect, but this causes that there are sand drains to continue the unfavorable factors such as drainage subsidence after gas leakage negative pressure in well point is not high and work simultaneously, therefore
Present follow-on Dewatering dynamic compaction prevalence uses deep-well precipitation or tube well dewatering, but layouting in view of two kinds of dewatering modes can not too
It is close, precipitation can only be played the role of, be difficult to play vacuum preloading, integral type well point plastic strip vacuum system, filter depth can be with
Than vacuum-dewatering well point depth, gravity precipitation and vacuum-dewatering are taken into account, cheap suitable large area is laid, precipitation is not only improved,
Be conducive to vacuum preloading again, realize that mechanized construction pore-forming efficiency is high, since filter uses the higher overlength plastic row of water-flowing amount
Water plate, dried-up well rate is almost nil, and either precipitation depth is also or precipitation efficiency perfect can substitute above-mentioned various drops completely
Water gently rams mode；
12, conventional vacuum precompressed plastic draining board top is located at ground surface, and light ram will cause the water outlet of place large area, surface soil
Layer water content is excessively high, then influences light rammer construction and quality；After improvement, tamping point position branch pipe is extracted, and rams area peripheral edge close to light
Connection general pipeline, which continues to draw water, keeps level of ground water, therefore even if gently being rammed in the point, underground flood peak is also impossible to break through shallow-layer soil body infiltration
It flow to earth surface effects gently to ram, it is ensured that light rammer construction drying is anhydrous；
13, it uses early period and covers Water Spreading vacuum pre-press reinforcing deep foundation base, but the unlikely decline of palpus controlling groundwater level is too fast
Vacuum preloading effect is influenced, level of ground water decline under normal circumstances should control within 2 ~ 3 meters of underground.It is steady to vacuum preloading sedimentation
It is fixed, the water (conventional depth of water 50cm or so) that cofferdam aerial drainage stores is opened, sealing film is removed, continues quick lowering of watertable and play
While taking into account the vacuum preloading of precipitating, pre-pressing effect, the first pass dewatering construction of Dewatering dynamic compaction is completed, it can be quick after improvement
Lowering of watertable is to 5 ~ 8 meters, so that strong rammer dynamic consolidation increases energy level and influence depth and ensures rubber do not occur simultaneously
Soil, conventional Dewatering dynamic compaction level of ground water generally only decline 2 ~ 3 meters or so, less effective.
14, conventional vacuum precompressed dewatering effect is not good enough, and conventional Dewatering dynamic compaction does not have vacuum preloading effect, integral type well point
Plastic strip vacuum system lays a large amount of drain bar and replaces shorter filter, it can realize quick lowering of watertable, it can also be with
Efficiently realize vacuum seepage precompressed, a kind of 2 kinds of effects of material realize the purpose of a material multipurpose efficiency energy saving；
15, conventional vacuum precompressed superficial layer Effect of Ground Treatment be not good enough, and conventional Dewatering dynamic compaction processing depth is not good enough, is improved to vacuum
Precompressed, precipitating, pre-pressing, precipitation gently ram the multiple effect basement process combined, and deep shallow layer foundation is reinforced simultaneously, are utilizing vacuum
Under the premise of precompressed deep soil preferably consolidates, 6 meters or so are formed at the shallow-layer soil body using precipitating, pre-pressing and Dewatering dynamic compaction
Crust layer, multiple effect increases the densification effect of the soil body, reduces settlement after construction, and the improvement is not increasing larger cost
Under the premise of, multiple reinforcing task is completed, the work China Democratic National Construction Association workshop storage ground and machine stringenter to settlement request are particularly suitable for
Field runway, town road and railway bed etc.；
16, lakes and marhshes domain underwater vacuum precompression in river sea is by above-mentioned analysis, is improved to no film without sand only integrated construction formula well point
Plastic strip vacuum system, it is underwater to connect general pipeline, underground water reciprocation cycle is formed by the seepage flow flow of water pressure difference that jet pump is formed
Seepage field realizes vacuum seepage consolidation；To prevent seepage field, Free water body forms invalid seepage flow on the ground, can suitably increase one
The well point length of tube of body formula precipitation well point system at least should be greater than 6 meters of depth of land setting, want according to soil properties and reinforcing
It asks and adjusts accordingly.
17, the method is more suitable for ultra-soft foundation reinforcing of reclaiming fields from the sea, and implementation is to pass through simple artificial insertion one
Body formula well point plastic strip pipe is manually laid with the shallow-layer precipitation vacuum preloading that sealing film realizes four resealings.
Therefore the present invention has the advantages that easy to operate, low in cost, construction effect is good.
Detailed description of the invention
Fig. 1 is the elevational schematic view of integral type well point plastic strip vacuum system of the invention.
Fig. 2 is the schematic top plan view of integral type well point plastic strip vacuum system of the invention.
Fig. 3 is the structural schematic diagram of integral type well point plastic strip pipe of the invention.
Fig. 4 is the sectional view of drain bar of the invention.
Fig. 5 is the structural schematic diagram of connection box of the invention.
Fig. 6 is enlarged drawing at the A in Fig. 2.
Fig. 7 is the schematic diagram of the transverse tube in Fig. 6.
Fig. 8 is enlarged drawing at the B in Fig. 2.
Fig. 9 is the construction method schematic diagram of the embodiment of the present invention one.
Wherein:
Drain bar 1, core plate 1.1, main gusset 1.11, secondary gusset 1.12, filter membrane 1.2, drainage channel 1.3
Connect box 2, shell 2.1, lower interface 2.2, upper interface 2.3, screw hole 2.4
Well-point pipe 3
Connecting tube 4
Transverse tube 5, transverse tube are segmented 5.1, straight pipe 5.11, the first Taper Pipe section 5.12, the second Taper Pipe section 5.13, multi-pass linkage section
5.2, linkage section main body 5.21, transverse tube segmentation interface 5.22, connection interface tube 5.23
Longitudinal tubule (L tubule) 6, longitudinal tubule (L tubule) are segmented 6.1, three-way connection 6.2, check valve 6.3
Vacuum pump 7
Water-stop curtain 8
Deep soil 100
The shallow-layer soil body 200.
Specific embodiment
Referring to Fig. 1 ~ Fig. 9, a kind of well point plastic strip overlay film vacuum pre-pressed joint precipitating, pre-pressing dynamic consolidation of the present invention
Method, it the following steps are included:
Step 1: levelling of the land, excavates draining ditch water discharge to reinforcing area surrounding；
Step 2: the pre- rammer before precipitation is selected without or carried out according to soil condition, energy level tentative 600 ~
1000kN.m, square tamping point spacing 4*4 ~ 7*7m are adjustable, are bulldozed after rammer, select construction water-stop curtain 8, sealing curtain by operating condition
Curtain 8 is cement mixing pile lateral seal barricade or mud lateral seal barricade；
Step 3: integral type well point plastic strip vacuum system is arranged
3.1, plastic strip pipe in integral type well point, which carries out plugging construction, forms integral type well point plastic strip pipe network lattice；
1 ~ 4m of grid spacing of integral type well point plastic strip pipe network lattice is adjustable；
Integral type well point plastic strip pipe (namely improved branch pipe) includes drain bar 1, connection box 2, well-point pipe 3 and connects
Adapter tube 4, the drain bar 1 are vertically arranged in deep soil 100, and the length of drain bar 1 is 20m or so, and the well-point pipe 3 is perpendicular
To being arranged in the shallow-layer soil body 200, the length of well-point pipe 3 is 6 ~ 9m, and the upper end of drain bar 1 passes through connection box 2 and well-point pipe 3
The upper end of lower end connection, well-point pipe 3 is exposed outside the shallow-layer soil body 200, and the upper end of well-point pipe 3 is connect with one end of connecting tube 4, connection
The length of pipe 4 is 1 ~ 2m.Well-point pipe 3 and the diameter of connecting tube 4 are 10 ~ 20mm.
Drain bar 1 includes the filter membrane 1.2 of internal 1.1 periphery of core plate 1.1 and core plate, the core plate 1.1 and filter membrane 1.2
Between form drainage channel 1.3, the core plate 1.1 is made of non-degradable material or material difficult to degrade, and the filter membrane 1.2 is
Degradation material is made.
As a preference, core plate 1.1 is made of plastic material, filter membrane 1.2 is made of flax material.
As a preference, core plate 1.1 includes the main gusset 1.11 and more longitudinal gap arrangements of a lateral arrangement
Secondary gusset 1.12 in 1.11 front and back of main gusset, the sky formed between main ribs plate 1.11, secondary gusset 1.12 and filter membrane 1.2
Gap is drainage channel 1.3.
After drain bar 1 is inserted into ground, as time goes by, since filter membrane 1.2 is made of degradation material, filter membrane
1.2 realize after fast degradations, filter membrane 1.2 are degraded that the only remaining core plate 1.1 in ground, the soil in ground can fill former filter membrane
1.2 and former drainage channel 1.3 space so that soil is fitted closely with core plate 1.1, thus core plate 1.1 in ground not only
There is no gaps, and ground to be made to continue to settle, and also acts the effect of reinforcement, and it is high to improve different layers above and below in ground
Integraty.
The lower end of the drain bar 1 is provided with bottom discharge plate end socket, and bottom discharge plate end socket uses plastic adhesive tape paper bag
It wraps up in be formed.
The connection box 2 includes shell 2.1, and the lower end of the shell 2.1 is provided with one and kisses with 1 upper end shape of drain bar
The upper end of the lower interface 2.2 of conjunction, the connection box 2 is provided with the upper interface 2.3 coincideing with 3 lower end shape of well-point pipe, institute
Setting is stated on shell 2.1 there are three screw hole 2.4, the rectangular in cross-section structure of the lower interface 2.2, drain bar 1 when installation
Upper end is inserted at lower interface 2.2, and then drain bar 1 and connection box 2 are connected in one by drivescrew in screw hole 2.4, so
Plastic adhesive tape is dressed outside in lower interface 2.2 afterwards.The upper interface 2.3 is circular tube structure, and the lower end of well-point pipe 3 is sheathed on when installation
Outside upper interface 2.3, the lower end of upper interface 2.3 and well-point pipe 3 is then dressed outside into plastic adhesive tape.
The connecting tube 4 is wired hose, and connecting tube 4 includes the spiral wire of hose and Lining Hose.
The well-point pipe 3 is that the plastic tubes such as PPR, well-point pipe 3 and 4 junction of connecting tube pass through sealing film package or steel wire
Winding is generated negative-pressure dense sealer when plastic strip pipe vacuumizes in integral type well point and the more is inhaled the more tight after sealing film package.Well point
Pipe 3 can also use same wired hose with connecting tube 4, so that well-point pipe 3 and connecting tube 4 form integral structure.
3.2, integral type well point plastic strip pipe network lattice connection general pipeline and vacuum pump form integral type well point plastic strip vacuum system.
The general pipeline includes longitudinal tubule (L tubule) 6 and more transverse tubes 5 being connected on longitudinal tubule (L tubule) 6.
The transverse tube 5 is formed by connecting by multiple transverse tubes segmentation 5.1 and multi-pass linkage section 5.2, two neighboring transverse tube segmentation
It is attached between 5.1 by multi-pass linkage section 5.2, multi-pass linkage section 5.2 preferably uses eight logical linkage sections as a kind of, and eight is logical
Linkage section includes linkage section main body 5.21, and the left and right ends of linkage section main body are respectively arranged with transverse tube segmentation interface 5.22, even
It connects and is forwardly and rearwardly respectively set in section main body 5.21 there are three interface tube 5.23 is connected, connection interface tube 5.23 is adjacent
Connecting tube 4 is attached, and transverse tube is segmented adjacent 5.1 connection of transverse tube segmentation of interface 5.22, and the transverse tube segmentation 5.1 includes
One necking section, necking section are arranged close to multi-pass linkage section 5.2, and the transverse tube segmentation 5.1 further includes straight pipe 5.11, the neck
Contracting section includes the first Taper Pipe section 5.12 and the second Taper Pipe section 5.13, the small head end of the first Taper Pipe section 5.12 and the second Taper Pipe section
5.13 small head end docking, the transverse tube of the stub end of the first Taper Pipe section 5.12 multi-pass linkage section 5.2 adjacent thereto are segmented interface
5.22 docking, the stub end of the second Taper Pipe section 5.13 docks with one end of straight pipe 5.11, the other end of straight pipe 5.11 and its
The transverse tube segmentation interface 5.22 of adjacent multi-pass linkage section 5.2 docks.The taper of first Taper Pipe section 5.12 is greater than the second Taper Pipe section
5.13 taper, necking section form venturi jet stream effect.
The longitudinal tubule (L tubule) 6 is vertically connected at one end of all transverse tubes 5, and transverse tube 5 is provided with transverse tube envelope far from one end of longitudinal tubule (L tubule) 6
Head, far from longitudinal tubule (L tubule) 6, the straight pipe 5.11 of the transverse tube segmentation 5.1 on transverse tube 5 is close for the necking section of the transverse tube segmentation 5.1 on transverse tube 5
Longitudinal tubule (L tubule) 6.A piece longitudinal tubule (L tubule) 6 connects more transverse tubes 5, the longitudinal tubule (L tubule) 6 by multiple longitudinal tubule (L tubule)s segmentation 6.1 and the connection of three-way connection 6.2 and
At two neighboring longitudinal tubule (L tubule) segmentation 6.1 is connected by three-way connection 6.2, and the third interface of three-way connection 6.2 connects the cross closed on
Pipe 5, longitudinal tubule (L tubule) are segmented on 6.1 and are additionally provided with check valve 6.3, and the end of longitudinal tubule (L tubule) 6 is provided with longitudinal tubule (L tubule) end socket.
3.3, one layer of geotextiles, two layers of sealing film is covered in total pipe surface of integral type well point plastic strip vacuum system.
Step 4: vacuum preloading
To the cofferdam fill of reinforcing area surrounding, fill height 0.6 ~ 1.5m height in cofferdam is earlier to take out reinforcing area outside
Source water is to make the high 0.2 ~ 0.6m of water in reinforcing area cofferdam, then integral type well point plastic strip vacuum system starts vacuum
Precompressed, suction underground water whole recharge to region surface to be reinforced, region surface to be reinforced all is annihilated by water when vacuum preloading
To certain altitude, realizes water covering prepressing, covers water-stop；
Its intermediate pump 7 is preferably sealed vacuum jet pump, and vacuum pump is vacuumized to be vacuumized using hierarchical loading: vacuum
The pump hierarchical loading first order takes 1800 ~ 2000 squares of every vacuum pump processing area adjustable, and general pipeline first section negative pressure is full table
100kPa, total pipe end are not less than 90kPa, meet sedimentation for three days on end no more than 3 millimeters wait settle, vacuum pump hierarchical loading the
Second level takes 1300 ~ 1500 squares of every vacuum pump processing area adjustable, settles for three days on end no more than 3 millimeters, very wait settle to meet
The sky pump hierarchical loading third level takes 800 ~ 1000 squares or less adjustable of every vacuum pump processing area, and so on, wait settle
Meet sedimentation in continuous 5 days no more than 2 millimeters, reaches vacuum preloading processing requirement；
Step 5: carrying out removing geotextiles in the water to gutter stored in opening aerial drainage cofferdam fill in the fill of cofferdam
Film is sealed, starts first pass vacuum dewatering preloading, 5 ~ 10 days adjustable, for the purpose of lowering of watertable, reaches to level of ground water
It is required that (level of ground water reaches 4 ~ 6m of below ground), gradually removes general pipeline preparation first pass at tamping point and gently rams；
Step 6: first pass gently rams, energy level fixes tentatively 1500 ~ 2000kN.m, and square tamping point spacing 4*4 ~ 7*7m is adjustable,
Side is removed total tube edge and is gently rammed, gradually forward impelling, and light rammer front region, which need to continue precipitation, ensures that level of ground water is not gone up, and rams pusher
It is flat；
Step 7: integral type well point plastic strip pipe network lattice connection residue general pipeline and vacuum pump, it is pre- to start second time vacuum-dewatering
Pressure, 5 ~ 10 days adjustable, is gradually retained after the completion of second time vacuum dewatering preloading precipitation and removes general pipeline preparation in part at tamping point
It is second time light to ram；
Step 8: second time light ram, energy level fixes tentatively 2000 ~ 2800 kN.m or more, square tamping point spacing 4*4 ~ 7*7m
It is adjustable；Side is removed total tube edge and is gently rammed, gradually forward impelling, and light rammer front region, which need to continue precipitation, ensures that level of ground water is not returned
It rises, is bulldozed after rammer；
Step 9: integral type well point plastic strip pipe network lattice connection residue general pipeline and vacuum pump, it is pre- all over vacuum-dewatering to start third
Pressure, 5 ~ 10 days adjustable, and third, which is gradually retained after the completion of vacuum dewatering preloading precipitation and removes part general pipeline at tamping point, to be prepared
It is full to ram；
Step 10: remaining general pipeline is pulled out, when the well-point pipe 3 and connecting tube 4 used is split type structure, by well-point pipe 3
It is all pulled out with connecting tube 4, when the wired hose that the well-point pipe 3 and connecting tube 4 that use are an integral structure, excision ground
Then connecting tube 4 more than table is in the milk in the well-point pipe 3 under earth's surface.It is full to ram, at least stop 7 after second time light ram
It is carried out, 600 ~ 1000kN.m of energy level, is bulldozed after rammer；
Step 11: the absolute altitude of vibroroller cmpacting measurement in the whole field is handed over.
Note: integral type well point plastic strip vacuum system can be pre- according to place and soil property situation adjustment spacing and length, vacuum
Pressure, precipitation and it is light ram can according to place and soil property situation set-up procedure and pass and duration, ordinary circumstance descending water 3 ~ 4 times,
It is light to ram 3 ~ 5 times.Construction period construction monitoring must synchronize progress, it is necessary to which the monitoring project of progress has: pore water pressure,
Level of ground water, ground settlement, delaminating deposition, vacuum degree realize information-aided construction.
Three groups of embodiments are supplemented below:
Embodiment one,
Essential information before basement process:
The ground third layer Muddy Bottoms clay layer water content 55%, compression modulus 2.3MPa, thickness is 15 meters average, and layer top is buried
Deep 5m, 20 meters of layer bottom buried depth.
Implementation steps:
Step 1: levelling of the land, excavates draining ditch water discharge to reinforcing area surrounding；
Step 2: pre- ram, energy level 800kN.m, square tamping point spacing 4m*4m, construction cement mixing pile is laterally close after rammer
Block wall or mud lateral seal barricade；
Step 3: integral type well point plastic strip vacuum system is arranged
3.1, plastic strip pipe in integral type well point, which carries out plugging construction, forms integral type well point plastic strip pipe network lattice；
The grid spacing 1.2m of integral type well point plastic strip pipe network lattice, integral type well-point pipe plug depth 20m
The length of drain bar 1 is 14m, and the length of well-point pipe 3 is 6m, and the length of connecting tube 4 is 10cm.Well-point pipe 3 and
The diameter 16mm of connecting tube 4.
3.2, integral type well point plastic strip pipe network lattice connection general pipeline and vacuum pump form integral type well point plastic strip vacuum system,
3.3, one layer of geotextiles, two layers of sealing film is covered in total pipe surface of integral type well point plastic strip vacuum system.
Step 4: vacuum preloading
To the cofferdam fill of reinforcing area surrounding, fill height 1.5m height in cofferdam is taken out overseas surrounding source water in advance and is extremely added
Then 0.3 m in the cofferdam Gu Qu starts vacuum preloading seepage consolidation, aspirate underground water whole recharge extremely region surface to be reinforced,
Reinforcing area surface is all annihilated to 1.0m height by water, is realized water covering prepressing, is covered water-stop, covers water seepage flow；
Its intermediate pump 7 is preferably sealed vacuum jet pump, and vacuum pump is vacuumized to be vacuumized using hierarchical loading: vacuum
The pump hierarchical loading first order takes 1800 squares of every vacuum pump processing area, and general pipeline first section negative pressure is full table 100kPa, Zong Guanmo
End is not less than 90kPa, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 13 days, the vacuum pump hierarchical loading second level
1300 squares of every vacuum pump processing area is taken, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 8 days, vacuum pump
The hierarchical loading third level takes 800 squares of every vacuum pump processing area, meets sedimentation for three days on end less wait settle after processing 8 days
In 3 millimeters, the vacuum pump hierarchical loading fourth stage takes 600 squares of every vacuum pump processing area, and sedimentation, which meets, after processing 15 days connects
Sedimentation in continuous 5 days is not more than 2 millimeters, reaches vacuum preloading processing requirement；
Step 5: carrying out removing geotextiles in the water to gutter stored in opening aerial drainage cofferdam fill in the fill of cofferdam
Film is sealed, starts first pass vacuum dewatering preloading, 6 days, for the purpose of lowering of watertable, reaches 4m to level of ground water, gradually
General pipeline preparation first pass at tamping point is removed gently to ram；
Step 6: first pass gently rams, energy level fixes tentatively 1500kN.m, square tamping point spacing 4m*4m, is bulldozed after rammer；
Step 7: connection residue general pipeline and vacuum pump, start second time vacuum dewatering preloading, 5 days, second time vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare second time light ram；
Step 8: second time light ram, energy level fixes tentatively 2000kN.m, square tamping point spacing 4m*4m；It is light that total tube edge is removed on side
It rams, gradually forward impelling, light rammer front region, which need to continue precipitation, ensures that level of ground water is not gone up, and is bulldozed after rammer；
Step 9: connection residue general pipeline and vacuum pump, start third all over vacuum dewatering preloading 5 days, third is all over vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare full ram；
Step 10: remaining general pipeline is pulled out, and it is full to ram, stop 7 days after second time light ram and carry out, energy level 800kN.m rams pusher
It is flat；
Step 11: vibroroller cmpacting is handed in the whole field.
Construction monitoring during the Foundation Treatment, negative pressure 80kPa at 6 meters of pore water pressure, negative pressure is average at 20 meters
30kPa, it is 8 meters that level of ground water, which declines maximum value, and average level of ground water declines 6 meters or so, and earth's surface average settlement amount is 80cm, is pushed away
It calculates the degree of consolidation and is not less than 80%,
Foundation detection, foundation bearing capacity are not less than 120kPa, and effective reinforcement depth, which is not less than in 20 meters, 5 meters of shallow-layer, to be formed
Crust layer static sounding calculates that 5 ~ 8MPa of compression modulus, third layer Muddy Bottoms clay mechanics index of physics are obviously improved.
Embodiment two,
Essential information before basement process
The ground the 4th layer of Muddy Bottoms silty clay layer water content 38%, compression modulus 3.8MPa, thickness is 13 meters average, and layer top is buried
Deep 3m, 16 meters of layer bottom buried depth.
Step 1: levelling of the land, excavates draining ditch water discharge to reinforcing area surrounding；
Step 2: without the pre- rammer before precipitation, construct cement mixing pile lateral seal barricade or mud lateral seal gear
Wall；
Step 3: integral type well point plastic strip vacuum system is arranged
3.1, plastic strip pipe in integral type well point, which carries out plugging construction, forms integral type well point plastic strip pipe network lattice；
The grid spacing 1.5m of integral type well point plastic strip pipe network lattice, integral type well-point pipe plug depth 16m
The length of drain bar 1 is 10m, and the length of well-point pipe 3 is 6m, and the length of connecting tube 4 is 10cm.Well-point pipe 3 and
The diameter 20mm of connecting tube 4.
3.2, integral type well point plastic strip pipe network lattice connection general pipeline and vacuum pump form integral type well point plastic strip vacuum system,
3.3, one layer of geotextiles, two layers of sealing film is covered in total pipe surface of integral type well point plastic strip vacuum system.
Step 4: vacuum preloading
To the cofferdam fill of reinforcing area surrounding, fill height 1.0m height in cofferdam is taken out overseas surrounding source water in advance and is extremely added
0.3m in the cofferdam Gu Qu, then starts vacuum preloading seepage consolidation, and suction underground water whole recharge to region surface to be reinforced adds
Gu region surface is all annihilated to 0.8m height by water, realizes water covering prepressing, cover water-stop, cover water seepage flow；
Its intermediate pump 7 is preferably sealed vacuum jet pump, and vacuum pump is vacuumized to be vacuumized using hierarchical loading: vacuum
The pump hierarchical loading first order takes 2000 squares of every vacuum pump processing area, and general pipeline first section negative pressure is full table 100kPa, Zong Guanmo
End is not less than 90kPa, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 10 days, the vacuum pump hierarchical loading second level
1500 squares of every vacuum pump processing area is taken, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 7 days, vacuum pump
The hierarchical loading third level takes 800 squares of every vacuum pump processing area, and sedimentation meets sedimentation in continuous 5 days and is not more than after processing 15 days
2 millimeters, reach vacuum preloading processing requirement；
Step 5: carrying out removing geotextiles in the water to gutter stored in opening aerial drainage cofferdam fill in the fill of cofferdam
Film is sealed, starts first pass vacuum dewatering preloading, 7 days, for the purpose of lowering of watertable, reaches 5m to level of ground water, gradually
General pipeline preparation first pass at tamping point is removed gently to ram；
Step 6: first pass gently rams, energy level fixes tentatively 1800kN.m, square tamping point spacing 4m*4m, is bulldozed after rammer；
Step 7: connection residue general pipeline and vacuum pump, start second time vacuum dewatering preloading, 7 days, second time vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare second time light ram；
Step 8: second time light ram, energy level fixes tentatively 2500kN.m, square tamping point spacing 4m*4m；It is light that total tube edge is removed on side
It rams, gradually forward impelling, light rammer front region, which need to continue precipitation, ensures that level of ground water is not gone up, and is bulldozed after rammer；
Step 9: connection residue general pipeline and vacuum pump, start third all over vacuum dewatering preloading 7 days, third is all over vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare full ram；
Step 10: pulling out remaining general pipeline, full rammer stops 7 days after second time light ram and carries out, energy level 1000kN.m, after rammer
It is bulldozed；
Step 11: vibroroller cmpacting is handed in the whole field.
Construction monitoring during the Foundation Treatment, negative pressure 86kPa at 6 meters of pore water pressure, negative pressure is average at 16 meters
45kPa, it is 8 meters that level of ground water, which declines maximum value, and average level of ground water declines 6 meters or so, and earth's surface average settlement amount is 58cm, is pushed away
It calculates the degree of consolidation and is not less than 80%,
Foundation detection, foundation bearing capacity are not less than 120kPa, and effective reinforcement depth, which is not less than in 16 meters, 6 meters of shallow-layer, to be formed
Crust layer static sounding calculates that 8 ~ 13MPa of compression modulus, the 4th layer of Muddy Bottoms silty clay mechanics index of physics are obviously improved.
Embodiment three,
Essential information before basement process
The 2nd layer of Muddy Bottoms clay water content 78% of the ground, compression modulus 2.1MPa, thickness is 20 meters, layer top buried depth 4m average,
24 meters of buried depth of bottom of layer.
Step 1: levelling of the land, stabilization zone surrounding excavates draining ditch water discharge；
Step 2: the pre- rammer before precipitation, energy level 600kN.m, square tamping point spacing 4m*7m, cement mixing of constructing after rammer
Stake lateral seal barricade or mud lateral seal barricade；
Step 3: integral type well point plastic strip vacuum system is arranged
3.1, plastic strip pipe in integral type well point, which carries out plugging construction, forms integral type well point plastic strip pipe network lattice；
The grid spacing 1.0m of integral type well point plastic strip pipe network lattice, integral type well-point pipe plug depth 24m
The length of drain bar 1 is 18.5m, and the length of well-point pipe 3 is 5.5m, and the length of connecting tube 4 is 10cm.Well-point pipe 3
And the diameter 16mm of connecting tube 4.
3.2, integral type well point plastic strip pipe network lattice connection general pipeline and vacuum pump form integral type well point plastic strip vacuum system,
3.3, one layer of geotextiles, two layers of sealing film is covered in total pipe surface of integral type well point plastic strip vacuum system.
Step 4: vacuum preloading
To the cofferdam fill of reinforcing area surrounding, fill height 1.5m height in cofferdam is taken out overseas surrounding source water in advance and is extremely added
0.3m in the cofferdam Gu Qu, then starts vacuum preloading seepage consolidation, and suction underground water whole recharge to region surface to be reinforced adds
Gu region surface is all annihilated to 1.2m height by water, realizes water covering prepressing, cover water-stop, cover water seepage flow；
Its intermediate pump 7 is preferably sealed vacuum jet pump, and vacuum pump is vacuumized to be vacuumized using hierarchical loading: vacuum
The pump hierarchical loading first order takes 1800 squares of every vacuum pump processing area, and general pipeline first section negative pressure is full table 100kPa, Zong Guanmo
End is not less than 90kPa, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 25 days, the vacuum pump hierarchical loading second level
1300 squares of every vacuum pump processing area is taken, is settled for three days on end wait settle to meet no more than 3 millimeters after processing 12 days, vacuum
The pump hierarchical loading third level takes 800 squares of every vacuum pump processing area, settles for three days on end not after processing 12 days wait settle to meet
Greater than 3 millimeters, the vacuum pump hierarchical loading fourth stage takes 600 squares of every vacuum pump processing area, settles and meets after processing 26 days
Sedimentation in continuous 5 days is not more than 2 millimeters, reaches vacuum preloading processing requirement；
Step 5: carrying out removing geotextiles in the water to gutter stored in opening aerial drainage cofferdam fill in the fill of cofferdam
Film is sealed, starts first pass vacuum dewatering preloading, 10 days, for the purpose of lowering of watertable, reaches 4.5m to level of ground water, by
Step is removed general pipeline preparation first pass at tamping point and is gently rammed；
Step 6: first pass gently rams, energy level fixes tentatively 1800kN.m, square tamping point spacing 4m*7m, is bulldozed after rammer；
Step 7: connection residue general pipeline and vacuum pump, start second time vacuum dewatering preloading, 5 days, second time vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare second time light ram；
Step 8: second time light ram, energy level fixes tentatively 2300kN.m, square tamping point spacing 4m*7m；It is light that total tube edge is removed on side
It rams, gradually forward impelling, light rammer front region, which need to continue precipitation, ensures that level of ground water is not gone up, and is bulldozed after rammer；
Step 9: connection residue general pipeline and vacuum pump, start third all over vacuum dewatering preloading 10 days, third is all over vacuum-dewatering
It is gradually retained after the completion of precompressed precipitation and removes part general pipeline at tamping point and prepare third all over light rammer；
Step 10: third is rammed all over light, energy level 2800kN.m, square tamping point spacing 4m*7m；Side is removed total tube edge and is gently rammed,
Gradually forward impelling, light rammer front region, which need to continue precipitation, ensures that level of ground water is not gone up, and is bulldozed after rammer；
Step 11: connection residue general pipeline and vacuum pump, start the 4th time vacuum dewatering preloading 10 days, the 4th time vacuum drop
It is gradually retained after the completion of water for prepressing precipitation and removes part general pipeline at tamping point and prepare full ram；
Step 12: remaining general pipeline is pulled out, and it is full to ram, stop 7 days after light ram in third and carry out, energy level 1000kN.m is rammed
After be bulldozed；
Step 13: vibroroller cmpacting is handed in the whole field.
Construction monitoring during the Foundation Treatment, negative pressure 83kPa at 6 meters of pore water pressure, negative pressure is average at 15 meters
40kPa, negative pressure 20kPa at 24 meters, it is 6.5 meters that level of ground water, which declines maximum value, and average level of ground water declines 5 meters or so, earth's surface
Average settlement amount is 118cm, calculates that the degree of consolidation is not less than 80%,
Foundation detection, foundation bearing capacity are not less than 120kPa, and effective reinforcement depth is not less than shape in 24 meters, 5.5 meters of shallow-layer
Calculate that 5.5 ~ 9MPa of compression modulus, the 2nd layer of Muddy Bottoms clay mechanics index of physics are obviously improved at crust layer static sounding.
Claims (9)
1. a kind of soft soil foundation covers water type integral type well point plastic strip vacuum system, it is characterised in that it includes integral type well point plastic strip
Pipe carries out plugging the integral type well point plastic strip pipe network lattice that construction is formed；Integral type well point plastic strip pipe includes drain bar, connection box, well
Point pipe and connecting tube, the drain bar are vertically arranged in deep soil, and the well-point pipe is vertically arranged in shallow soil body,
The upper end of drain bar is connected by the lower end of connection box and well-point pipe, and the upper end exposing shallow soil of well-point pipe is external, well-point pipe
Upper end and one end of connecting tube connect；Integral type well point plastic strip pipe network lattice connect general pipeline and vacuum pump forms integral type well point plastic strip
Vacuum system, the region surface to be reinforced of arrangement integral type well point plastic strip pipe network lattice, which is provided with, covers water layer.
2. a kind of soft soil foundation according to claim 1 covers water type integral type well point plastic strip vacuum system, it is characterised in that
Drain bar includes the filter membrane of internal core plate and core plate periphery, and drainage channel, the core are formed between the core plate and filter membrane
Plate is made of non-degradable material or material difficult to degrade, and the filter membrane is made of degradation material.
3. a kind of soft soil foundation according to claim 2 covers water type integral type well point plastic strip vacuum system, it is characterised in that
Core plate includes the main gusset an of lateral arrangement and more longitudinal gaps are arranged in secondary gusset before and after main gusset, main ribs
The gap formed between plate, secondary gusset and filter membrane is drainage channel.
4. a kind of soft soil foundation according to claim 1 covers water type integral type well point plastic strip vacuum system, it is characterised in that
The connecting tube is wired hose, and connecting tube includes the spiral wire of hose and Lining Hose.
5. a kind of soft soil foundation according to claim 1 covers water type integral type well point plastic strip vacuum system, it is characterised in that
The general pipeline includes longitudinal tubule (L tubule) and more transverse tubes being connected on longitudinal tubule (L tubule), and the transverse tube is segmented by multiple transverse tubes and multi-pass linkage section
It is formed by connecting, is attached between two neighboring transverse tube segmentation by multi-pass linkage section.
6. a kind of soft soil foundation according to claim 5 covers water type integral type well point plastic strip vacuum system, it is characterised in that
Multi-pass linkage section uses eight logical linkage sections, and eight logical linkage sections include linkage section main body, and the left and right ends of linkage section main body are set respectively
It is equipped with transverse tube segmentation interface, is forwardly and rearwardly respectively set in linkage section main body there are three interface tube is connected, connects interface tube
Adjacent connecting tube is attached, and transverse tube is segmented the adjacent transverse tube of interface and is segmented connection.
7. a kind of soft soil foundation according to claim 5 covers water type integral type well point plastic strip vacuum system, it is characterised in that
The transverse tube segmentation includes a necking section and straight pipe, and the distance of necking section to the longitudinal tubule (L tubule) of the same transverse tube segmentation compares straight pipe
To the distance of longitudinal tubule (L tubule).
8. a kind of soft soil foundation according to claim 1 covers water type integral type well point plastic strip vacuum system, it is characterised in that
The general pipeline includes longitudinal tubule (L tubule) and more transverse tubes being connected on longitudinal tubule (L tubule), and the longitudinal tubule (L tubule) is segmented by multiple longitudinal tubule (L tubule)s and three-way connection connects
It connects, two neighboring longitudinal tubule (L tubule) segmentation is connected by three-way connection, and the third interface of three-way connection connects the transverse tube closed on, is indulged
Check valve is additionally provided in pipe segmentation.
9. a kind of soft soil foundation according to claim 1 covers water type integral type well point plastic strip vacuum system, it is characterised in that
The total pipe surface earthing work cloth and sealing film of integral type well point plastic strip vacuum system.
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457519A (en) * | 2007-12-12 | 2009-06-17 | 徐望 | Rapid 'stereo high vacuum water covering prepressing' superficial layer flexible foundation treatment method |
| CN101614006A (en) * | 2009-07-09 | 2009-12-30 | 宜兴市鑫泰土工材料有限公司 | Silt consolidation is with band drain and filter cloth and band drain core |
| CN102561308A (en) * | 2012-01-19 | 2012-07-11 | 叶凝雯 | Light-well plastic-strip superposition vacuum preloading method for soft soil foundation |
| CN202945139U (en) * | 2012-12-04 | 2013-05-22 | 江苏建筑职业技术学院 | Sludge dewatering device |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201362845Y (en) * | 2008-10-30 | 2009-12-16 | 曾国海 | Plastic draining board and composite negative pressure well point pipe concreting system for soft soil foundation |
| CN101736735B (en) * | 2009-12-22 | 2011-06-22 | 叶吉 | Composite reinforcing method for combining soft foundation light well point pipe with plastic drainage plate |
| CN103031837B (en) * | 2013-01-10 | 2016-05-25 | 中交四航工程研究院有限公司 | Well-points dewatering combined stack-load ground preloading deep soft soil foundation method |
| CN105089042A (en) * | 2014-05-12 | 2015-11-25 | 江苏德盈土工材料有限公司 | Large-aperture permeable plastic drainage plate |
| CN105220674A (en) * | 2014-05-29 | 2016-01-06 | 中交四航工程研究院有限公司 | Deep soft foundation reinforcing and processing method |
| CN205917683U (en) * | 2016-06-01 | 2017-02-01 | 上海建研地基基础工程有限公司 | Soft soil foundation covers water type integral type well dotted arranges vacuum system |
-
2016
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457519A (en) * | 2007-12-12 | 2009-06-17 | 徐望 | Rapid 'stereo high vacuum water covering prepressing' superficial layer flexible foundation treatment method |
| CN101614006A (en) * | 2009-07-09 | 2009-12-30 | 宜兴市鑫泰土工材料有限公司 | Silt consolidation is with band drain and filter cloth and band drain core |
| CN102561308A (en) * | 2012-01-19 | 2012-07-11 | 叶凝雯 | Light-well plastic-strip superposition vacuum preloading method for soft soil foundation |
| CN202945139U (en) * | 2012-12-04 | 2013-05-22 | 江苏建筑职业技术学院 | Sludge dewatering device |
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