CN101220598A - Vacuum preloading method for non-water discharge sand cushion - Google Patents
Vacuum preloading method for non-water discharge sand cushion Download PDFInfo
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- CN101220598A CN101220598A CNA2007100312215A CN200710031221A CN101220598A CN 101220598 A CN101220598 A CN 101220598A CN A2007100312215 A CNA2007100312215 A CN A2007100312215A CN 200710031221 A CN200710031221 A CN 200710031221A CN 101220598 A CN101220598 A CN 101220598A
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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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Abstract
The invention relates to a treatment method of large-area soft ground, in particular to a non-discharge sand cushion layer vacuum preloading method. The invention comprises the following steps: 1) installing drainage plates in a style of quincuncial piles in a treatment site; 2) replacing the horizontal discharging system of medium coarse sand cushion layer used in previous vacuum preloading construction with one of the two paving methods; 3) connecting the main pipe of the horizontal discharging system to a vacuum device, and carrying out vacuum pumping construction. The non-discharge sand cushion layer vacuum preloading method of the invention is suitable for reinforcement of large-area soft ground, more particularly have rather good effect on the reinforcement of dredger fill and recently deposited super soft soil; besides, the invention saves the investment of paving sand cushion layer, has good effect of vacuity transmitting; wherein, the horizontal discharging system with a paving way of combination of a steel spring tube, a tube plate connector and the drainage plates can realize large-scale finished product, normalized construction, short paving time, can be recycled and reused, and has the unique advantages of short construction period and being economical.
Description
Technical field:
The present invention relates to a kind of large tracts of land flexible foundation treatment method, particularly a kind of vacuum preloading method for non-water discharge sand cushion belongs to the innovative technology of large tracts of land flexible foundation treatment method.
Background technology:
Along with the quickening of China's modernization, in the process of (coastal) urban construction, a large amount of soft foundations needs to handle, and at present, using comparatively widely, flexible foundation treatment method has following three kinds:
1, vacuum method: this method uses the atmosphere precompressed as the precompressed loading, lay earlier one deck drainage blanket on the ground, use board-plugging device to plug plastic draining board then by design pitch, cover one more thereon to two-layer gas tight seal film, use vacuum pump to bleed then and make the higher vacuum of maintenance in the seepy material, be sucked out gradually and reach the precompressed effect thereby in the pore water of soil, produce negative pore water pressure, pore water.
But there is following limitation in traditional vacuum precompressed flexible foundation treatment method:
(1) needs to lay sand mat of subgrade, generally need the strict mud content that adopts less than 5% medium coarse sand, need lay about 50cm generally speaking, ultra-soft soil and underwater vacuum precompression for hydraulic reclamation or alluvial recently, even need lay the thick above bed course of 100cm that reaches, the laying sand cushion costs an arm and a leg, and causes whole subgrade treatment project investment to increase greatly.
(2) vacuum that provides of vacuum pump must be delivered in the weak soil layer by permeable sand and layer of gravel, and loss of vacuum is bigger, could produce higher vacuum in the weak soil layer after vacuumizing a period of time, cause soft soil consolidation slow, and treatment effect is not good.
(3) vertically after drainage system construction is finished, must lay many and be responsible for and chimney filter, as the transmission channels of vacuum, wasteful buret material.
2, preloading: fill out certain thickness fill stratum by ground on the scene heap and be used as prefabricating load, reinforce the purpose of covering the weak soil layer down to reach, but its volume of earthwork is huge, and the processing time is long.
3, dynamic compaction: this method be repeatedly will be very heavy hammer (being generally 10～40t) mentions eminence and it is freely fallen (fall and give ground with vibration with impact apart from being generally 10～40m), make the ground compression concretion, thereby improve the intensity of ground and reduce its compressibilty.Dynamic compaction is widely used, but for the higher cohesive soil of saturation ratio, treatment effect is not good, mucky soil ground especially, and treatment effect is poorer.Need the united drainage concretion method to use and just can reach treatment effect preferably.
4, pile foundation method: powder spray piling for example, agitation pile, pile foundations such as lime pile, vibrosinking pile.This processing method construction cost height, construction period are long.
Summary of the invention:
The objective of the invention is to improve the deficiency of existing vacuum preloading method, provide a kind of duration short, vacuum transmission is effective, does not need to use sand cushion, save construction material, construction speed is fast, economy, the vacuum preloading method for non-water discharge sand cushion that consolidation effect is good.The present invention is used in and carries out operation under water owing to needn't lay drainage blanket.
The object of the present invention is achieved like this: the present invention does not have the drainage blanket vacuum method, includes following key step:
1) on the disposal field, sets band drain by the quincuncial pile type;
2) arrange the pipe drain system replace the horizontal direction of employed medium coarse sand bed course in the vacuum preloading construction in the past;
3) person in charge with the pipe drain system is connected on the vacuum extractor, vacuumizes construction behind the film of shop, satisfies unloading and requires the back unloading.
The pipe drain system of the horizontal direction of arranging above-mentioned steps 2) is the paving mode of wire spring pipe+tube sheet connector+band drain, or is the paving mode of soft spring water-permeable pipe+annulus cuff (or directly colligation)+band drain.
Above-mentioned when the ground design bearing capacity is had relatively high expectations, can be chosen in step 1) increases in earlier stage and bankets and increase preloading combined vacuum precompressed construction in the step 1) later stage, and carries out the layered rolling construction after the step 3) unloading.
The tube sheet connector is used in being connected of above-mentioned plastic draining board and wire spring pipe, the tube sheet connector is made by the high density polyethylene plastics, one end is cylindric, this end can be connected with the wire spring pipe by the threeway linkage, the other end is flat opening shape, and three plastic draining boards of tolerable insert wherein.
The latus rectum of the cylinder end of aforementioned tube connector for substrate and the size of flat openend are determined according to tee junction latus rectum and band drain width and thickness.
The annulus hoop device is used in being connected of above-mentioned plastic draining board and soft spring water-permeable pipe, the annulus hoop device is that certain flexible rubber tube is arranged, a latus rectum end more bigger than soft bourdon tube is enclosed within on the soft bourdon tube, the plastic draining board hoop and guarantees the compactness of its connection on soft spring water-permeable pipe tube wall.
Above-mentioned plastic draining board uses direct strapping with being connected of soft spring water-permeable pipe, two row plastic draining boards that soft spring water-permeable pipe is adjacent and be close to soft spring water-permeable pipe one side with the plastic draining board exposed portions serve of its same column; Use waterproof adhesive tape that plastic draining board tightly is wrapped on the soft spring water-permeable pipe, and guarantee the sealing of contact portion.
It is above-mentioned when the place design bearing capacity is higher, adjacent two row band drains are re-used the band drain overlap joint, form network-like horizontal drainage passage with wire spring pipe or soft spring water-permeable pipe, network-like horizontal drainage passage also has built on stilts diaphragm seal, makes and forms the overall vacuum degree under the film.
The spacing of the spacing of above-mentioned plastic draining board, wire spring pipe or soft spring water-permeable pipe and vacuum pump quantity are adjusted according to ground Treatment Design requirement for bearing capacity.
In the paving mode of the wire spring pipe+tube sheet connector+band drain in the above-mentioned horizontal direction pipe drain system, wire spring pipe and tube sheet connector carried out pre-connection before marching into the arena, and turned to the web-like of convenient transportation.
The present invention replaces the structure of employed medium coarse sand bed course in the vacuum preloading construction in the past owing to adopt to arrange the pipe drain system of horizontal direction, therefore, it can shorten the construction period greatly, and vacuum transmission is effective, do not need to use sand cushion, save construction material, construction speed is fast, economy, consolidation effect is good.The present invention is a kind of reasonable in design, simple to operate, the convenient vacuum preloading method for non-water discharge sand cushion that uses.In addition, the present invention is used in and carries out operation under water owing to needn't lay drainage blanket.
Description of drawings:
Fig. 1 is to use certain treatment of soft foundation project construction place layout plan of this method.
Fig. 2 is to use certain treatment of soft foundation project construction place sectional drawing of this method.
Fig. 3 is to use certain treatment of soft foundation project construction yard drain plate of this method to be connected plan view with the wire spring pipe.
Fig. 4 is to use certain treatment of soft foundation project band drain of this method to be connected floor map with soft spring water-permeable pipe.
Fig. 5 is soft spring water-permeable pipe of certain treatment of soft foundation project and the plastic draining board connecting equipment schematic diagram with this method.Wherein (a) is tube sheet linkage schematic diagram, (b) is annulus hoop device schematic diagram, (c) is direct strapping schematic diagram.
Fig. 6 is wire spring pipe and the tube sheet connector that turns to the process pre-connection of package.
Fig. 7 is with the soft spring water-permeable pipe of certain treatment of soft foundation project of this method and is responsible for the linkage schematic diagram.
Be described as follows: 1 plastic draining board, 2 soft spring water-permeable pipes, 3 vacuum pumps, 4 PVC are responsible for soil layer, 5 sealing ditches, 6 retaining cofferdam, 7 geotextiles, 8 geo-grid, 9 fill stratums, 10 diaphragm seals, 11 aquifers, 12 envelope walls, 13 times overburden layers, 14 weak soil layers, 15 well-defined horizons, 16 treatment of soft foundation zones, 17 soft spring water-permeable pipe and band drain joints, 18 tube sheet connectors, 19 rubber membranes, the wire spring pipe of 20 different tube diameters, 21 annulus cuffs, 22 colligations place, 23 sand, 24 non-woven geotextiles
The specific embodiment:
Detailed construction step of the present invention is as follows:
1, construction operation is prepared in the cleaning job site.
2, banket and worker's fabric: when weak soil layer bearing capacity is not enough to bear construction machinery weight, can be on the weak soil layer laying geotextile, on fill stratum, lay one deck geotextiles, and then the worker's grid that spreads a layer of clay is marched into the arena with convenient small-sized board-plugging device, if bearing capacity is still relatively poor, can pile again and fill out the local cohesive soil of 50～80cm, and the build of envelope wall and sealing ditch.Two-way geo-grid soil of general employing glass fiber and braided geotextile are comparatively suitable.
3, envelope wall and sealing ditch construction:, select to adopt agitation pile or artificial or machinery to collude the method for mixing and build according to the place actual conditions.
4, cofferdam construction: build the cofferdam around in the place, highly about 80～100cm (or decide on actual conditions) is built in the cofferdam.
5, Plastic Drain Slab Construction: adopt the static pressure type board-plugging device to plug, blossom type is arranged, spacing 1m～1.5m.Work progress and technical requirements must meet related specifications.In order to guarantee that plastic draining board can be connected to wire spring pipe (or soft spring water-permeable pipe), must guarantee the length of exposure part, the band drain of the soft spring water-permeable pipe column 20～30cm that appears, all the other the two row's band drains length of appearing is 1.5～1.8m (not having unnecessary length with the overlap joint of band drain and pipeline is advisable).
6, laying level is to drainage system: level can just be taked wire spring pipe+tube sheet connector+band drain to the laying mode of drainage system, and (or directly colligation) is connected+the band drain dual mode with soft spring water-permeable pipe+annulus cuff.
(1) wire spring pipe+tube sheet connector+band drain
A, material select and preparation: it is the tubing of 50mm that the wire spring pipe generally adopts latus rectum, and this bourdon tube has good permeable, ventilative and every the silt performance.The tube sheet connector is shown in accompanying drawing 5 (a), the about 40cm of total length (can require tailor-made) according to reality, this pipe is made by the high density polyethylene plastics, one end is a tee junction, and this end can be connected with the wire spring pipe, and the tee junction caliber is generally 50mm, the other end is flat opening shape, just allow that plastic draining board inserts wherein, A/F can be customized according to the plastic draining board specification, and open height is got over 15mm.When the tube sheet connector dispatched from the factory, rubber membrane of cover one length about 20cm can be pulled out film after three band drains all insert wherein on it, band drain was tightly entangled, to prevent that silt is drawn in the wire spring pipe when the construction in later period.
The pre-connection of b, wire spring pipe and tube sheet connector: in order to realize to carry out pre-connection to wire spring pipe and tube sheet connector to the fast processing of large tracts of land weak soil and finished productization, normalization construction on a large scale.The wire spring pipe is before dispatching from the factory, be processed into the spring pipeline section of identical pipe range according to construction requirement, be generally 90cm/ section (pressing spacing of prefabricated drain 1m calculates), use the tee junction end (long 30cm) of tube sheet connector that the wire spring pipe is coupled together, the wire spring pipe inserts the partly about 5cm of tee junction, spacing between per like this two tube sheet connectors is 1m (to set spacing identical with plastic draining board), guarantee the compactness that the joint connects, accomplish waterproof, gas and silt, be connected to 30m length piecemeal and be advisable (can decide), at this moment the wire spring pipe after connecting can be turned to package with convenient transportation according to actual conditions.
The laying of c, pipeline and with being connected of plastic draining board: the wire spring pipe of rolling transported to get final product ground on the scene behind the construction plant and by working design it spread out and be laid on the corresponding position, generally be to lay a wire spring pipe every two plastic removal material band drains, the spacing of wire spring pipe also can be adjusted according to actual conditions.When the length of a coil silk bourdon tube is not enough, can snap into corresponding length by the tube sheet connector with other pipeline section.Per three plastic draining boards are inserted the flat openend of corresponding tube sheet connector, and use rubber membrane that it is entangled.When the place design bearing capacity is had relatively high expectations, adjacent two plastic removal material band drains can be coupled together with one section plastic draining board respectively again, form network-like horizontal drainage passage.Plastic draining board and wire spring pipe form a drainage network jointly on soil layer like this, and effect is equivalent to traditional medium coarse sand drainage blanket, and has the effect of built on stilts diaphragm seal, can guarantee that diaphragm seal can not be close to the transmission of blocking-up vacuum on the soil layer.
(2) soft spring water-permeable pipe+annulus cuff (or directly colligation) connection+band drain
A, laying level are to soft spring water-permeable pipe: generally adopting latus rectum is the soft spring water-permeable pipe of 90mm, this water-permeable pipe has good permeable, ventilative and every the silt performance, if the later stage need be carried out the preloading construction, for the vertical bearing capacity of increase level, can in soft bourdon tube, fill sand earlier to drainage system.Soft spring water-permeable pipe level is laid on the soil layer, generally lays a soft spring water-permeable pipe, also can adjust according to actual conditions every two row plastic draining boards.
Being connected of b, soft spring water-permeable pipe and band drain: adopt annulus cuff or direct colligation mode to be connected on the soft spring water-permeable pipe plastic draining board, annulus cuff linkage is shown in accompanying drawing 4 (b), this cuff is a bit of rubber tube, certain elasticity is arranged, latus rectum is more bigger than soft bourdon tube, and long 30～40cm can be enclosed within on the soft bourdon tube, and with the plastic draining board hoop on soft spring water-permeable pipe tube wall, can guarantee the compactness of its connection.Directly strapping connects shown in the accompanying drawing 4 (c), two row band drains that will be adjacent and partly be close to water-permeable pipe one side with the band drain exposure of its same column with water-permeable pipe, and contact length is 30～40cm.Use waterproof adhesive tape that band drain tightly is wrapped on the spring water-permeable pipe, guarantee the sealing of contact portion.Plastic draining board and dress sand water-permeable pipe form a drainage network jointly on soil layer like this, effect is equivalent to traditional medium coarse sand drainage blanket, water-permeable pipe exposure part can guarantee that diaphragm seal can not be close to the transmission of blocking-up vacuum on the soil layer, when the place design bearing capacity is had relatively high expectations, adjacent two plastic removal material band drains can be coupled together with one section plastic draining board respectively again, form network-like horizontal drainage passage.
7, lay to be responsible for: the pvc pipe that generally adopts latus rectum 75mm is laid on the both sides, place as the person in charge, also can place in the middle of add the person in charge when area is big then and there, only lays in both sides in the present embodiment and is responsible for.Adopt pvc pipe to be connected between the person in charge and the wire spring pipe (or soft spring water-permeable pipe), this section pipe range 40cm, one end is connected with the person in charge by tee junction, the other end inserts in the wire spring pipe (or soft spring water-permeable pipe), can keep for dress sand soft spring water-permeable pipe and not adorn sand about 40cm, before tube connector inserts water-permeable pipe, must enter the person in charge to prevent the silt in the water-permeable pipe at pvc pipe end wrapping one deck non-woven geotextile.Be responsible for and then directly be connected with vacuum pump.
8, probe is set under the film with vacuum under the reflection film directly perceived.
9, lay diaphragm seal: lay one or two layer of diaphragm seal at construction area.
10, pumped vacuum systems is installed: arrange vacuum pump in the both sides, place, every vacuum pump processing area is 800m
2～1000m
2By pipeline, go out film device and link to each other with the person in charge.Vacuum pump is lain in a horizontal plane in stabilization zone one side, and vacuum pump water inlet and film outlet port keep same level, to guarantee that vacuum pump can perform to maximum effect.
11, generator and laying cable are installed.
12, vacuumize construction: vacuumizing 5～10d increases vacuum pump workbench number then gradually.When vacuum reaches 60kPa,, beginning retaining, retaining highly try concrete condition and decide (to be generally 50cm～100cm, and to drive all vacuum pumps enough, vacuum under the film is brought up to load greater than designing requirement.At this moment, can begin the dead load timing vacuumizes and reaches predetermined number of days.
13, the later stage rolls: remove vacuum means postpone, if bearing capacity is on the low side, can according to circumstances uses the rolling machine of appropriate size to march into the arena and carry out layered rolling, generally select the rolling machine that can produce the load that equates with the ground design bearing capacity for use, march into the arena then and roll.
14, unloading.Under the prerequisite that satisfies the vacuum requirement, answer continuous air extraction, behind settlement stability, can termination of pumping unload wire spring pipe (or soft spring water-permeable pipe) and the recyclable utilization of linkage.The unloading standard is as follows:
(1) vacuum preloading is handled the groundwork bearing capacity greater than design load, by the load plate verification experimental verification.
(2) dead load vacuumizes and reaches predetermined number of days.
(3) the soft soil consolidation degree reaches design load.
Can design different plastic draining boards according to ground Treatment Design requirement for bearing capacity sets spacing and adjusts vacuum pump quantity to reach requirement.
Vacuum preloading method for non-water discharge sand cushion is applicable to the large-area soft ground reinforcing, can be used for large-area soft ground reinforces as airfield runway, highway, the harbour, the Foundation Treatment of the weak soil under water of harbour and bunding sea reclamation etc., particularly the ultra-soft soil with barged-in fill and alluvial recently there is good especially consolidation effect, and a large amount of inputs of laying sand cushion have been saved, vacuum transmission is effective, the level of wire spring pipe+tube sheet connector+band drain can realize extensive industrialization to drainage system, the normalization construction, the laying time is short, and can after construction finish, reclaim and reuse, has the construction period weak point, the unique advantage of economy.
Concrete application example of the present invention is as follows:
Be treated to example with the safe chemical project subgrade in new Jiang Hua, Yingkou City, Shandong.This object of construction production zone be on former mud matter silty clay soil layer hydraulic reclamation one deck mud matter silty clay soil, thickness is 2～3m, intends this hydraulic reclamation soil body is reinforced, and silty clay soil layer water content is very high, can not allow large-scale construction equipment to march into the arena and construct, and construction period is very tight.In order to guarantee carrying out smoothly of project, through multi-argument, discussion, decision marks off a processing region does not have the test of drainage blanket vacuum method.
This place is the rectangular area of 50m * 40m, the place is by the quincunx plastic draining that sets of the spacing of 1.0m, arrange a soft spring water-permeable pipe every two plastic removal material band drains, adorn sand in the pipe, the person in charge is laid in both sides at processing region, on the same court upper berth one deck geotextiles+one deck geo-grid, and heap has been filled out local cohesive soil about 50cm to guarantee marching into the arena of construction in later period machinery.For water, the gas of blocking stabilization zone and non-stabilization zone are got in touch, and guarantee the retaining of sealing ditch, build the cofferdam in the place all around, highly about 50～80cm is built in the cofferdam, adopts the sand hill of filling barged-in fill to build cofferdam total length 190m.Because the weak soil layer is positioned at top layer, and buried depth is more shallow, has taked to lay one deck vacuum diaphragm and then vacuum diaphragm has been buried underground method in the weak soil layer.The whole district has arranged 4 vacuum pumps altogether.
Examination vacuumizes 4d increases vacuum pump workbench number then gradually.After vacuum reaches 60kPa, does not have gas leak phenomenon on inspection, begin to build cofferdam face retaining, and drive all vacuum pumps of foot, vacuum under the film is brought up to greater than 75kPa.At this moment, the timing of beginning dead load vacuumizes 55d.Handle the groundwork characteristic load bearing capacity greater than 60kPa.
This project adopts no drainage blanket vacuum method, and the duration shortens nearly 1/2～2/3 than conventional construction method, and cost is saved 1/2 of former budget.
Principle of the present invention is:
1, vacuum pump produces vacuum in the person in charge, and be delivered among the level person in charge, vacuum among the person in charge is delivered in the wire spring pipe (or soft spring water-permeable pipe) by linkage, and by wire spring pipe (or soft spring water-permeable pipe) with most of vacuum transmission in close-connected band drain with it, all the other vacuums then are delivered under the film, the vacuum that vacuum pressure and band drain transmitted under the film is producing a negative pore water pressure jointly in weak viscous soil horizon, vertical drain forms pressure differential and produces seepage force as the some and the pore water pressure in the soil mass consolidation of negative pressure source, seepage force impels pore water to discharge from the soil body, and the discharge of pore water causes the reduction of pore water pressure.Under the constant substantially situation of total stress in the soil body, the reduction value of pore water pressure is the value added of effective stress, impels soil solidifying under the effect of the effective stress that increases newly.
2, pore water is by vertically escaping and enter in the wire spring pipe (or soft spring water-permeable pipe) to drainage channel, and flowed to by this pipe and to be responsible for, and discharges by vacuum extractor at last.
3, wire spring pipe (or soft spring water-permeable pipe) closely is connected by linkage with band drain, forms the horizontal drainage system that is erected on the weak soil layer, and its performance is better than the sand-gravel cushion that the traditional vacuum preloading is adopted.And wire spring pipe (or soft spring water-permeable pipe) has certain supporting capacity, the vacuum that can stop vacuum diaphragm to be close to cause on the weak soil aspect can't transport phenomenon, under site requirements bearing capacity condition with higher, even adjacent two rows' band drains can be re-used band drain and overlap, make level form a unified network to drainage system, to transmit vacuum better, reach consolidation effect preferably.
4, wire spring pipe (or soft spring water-permeable pipe) is connected with the tight of band drain, be actually level is connected into an organic whole with vertical to drainage system to drainage system, vacuum can be delivered to the soil layer deep apace like this, and loss of vacuum is little, shorten the subgrade processing duration thereby reach, strengthen the purpose of consolidation effect.
5, Qian Qi heap is filled out the cohesive soil construction except increasing weak soil layer upper load, to reach outside the better consolidation effect, bearing capacity before also having enhanced field ground to handle, the purpose of marching into the arena with convenient construction machinery, the combined stack-load in later stage and layered rolling construction, can further improve the bearing capacity of weak soil layer, to reach designing requirement.
Claims (10)
1. no drainage blanket vacuum method is characterized in that including following key step:
1) on the disposal field, sets band drain by the quincuncial pile type;
2) arrange replace employed medium coarse sand bed course in the vacuum preloading construction in the past level to drainage system;
3) person in charge with the pipe drain system is connected on the vacuum extractor, vacuumizes construction behind the film of shop, satisfies unloading and requires the back unloading.
2. no drainage blanket vacuum method according to claim 1, it is characterized in that above-mentioned steps 2) in the drainage system of the horizontal direction of arranging be the paving mode of wire spring pipe+tube sheet connector+band drain, or be the paving mode of soft spring water-permeable pipe+annulus cuff or direct colligation+band drain.
3. no drainage blanket vacuum method according to claim 1, it is characterized in that above-mentioned when the ground design bearing capacity is had relatively high expectations, can be chosen in step 1) increases in earlier stage and bankets and increase preloading combined vacuum precompressed construction in the step 1) later stage, and carries out the layered rolling construction after the step 3) unloading.
4. no drainage blanket vacuum method according to claim 1, it is characterized in that being connected of above-mentioned plastic draining board and wire spring pipe using the tube sheet connector, the tube sheet connector is made by the high density polyethylene plastics, one end is cylindric, this end can be connected with the wire spring pipe by the threeway linkage, the other end is flat opening shape, and three plastic draining boards of tolerable insert wherein.
5. no drainage blanket vacuum method according to claim 4, the size that it is characterized in that the latus rectum of cylinder end of aforementioned tube connector for substrate and flat openend is determined according to tee junction latus rectum and band drain width and thickness.
6. no drainage blanket vacuum method according to claim 1, it is characterized in that being connected of above-mentioned plastic draining board and soft spring water-permeable pipe using the annulus hoop device, the annulus hoop device is that certain flexible rubber tube is arranged, a latus rectum end more bigger than soft bourdon tube is enclosed within on the soft bourdon tube, the plastic draining board hoop and guarantees the compactness of its connection on soft spring water-permeable pipe tube wall.
7. no drainage blanket vacuum method according to claim 1, it is characterized in that above-mentioned plastic draining board and being connected of soft spring water-permeable pipe using direct strapping two row plastic draining boards that soft spring water-permeable pipe is adjacent and be close to soft spring water-permeable pipe one side with the plastic draining board exposed portions serve of its same column; Use waterproof adhesive tape that plastic draining board tightly is wrapped on the soft spring water-permeable pipe, and guarantee the sealing of contact portion.
8. vacuum preloading method for non-water discharge sand cushion according to claim 1, it is characterized in that above-mentioned when the place design bearing capacity is higher, adjacent two row band drains are re-used the band drain overlap joint, form network-like horizontal drainage passage with wire spring pipe or soft spring water-permeable pipe, network-like horizontal drainage passage also has built on stilts diaphragm seal, makes and forms the overall vacuum degree under the film.
9. no drainage blanket vacuum method according to claim 1 is characterized in that the spacing and the vacuum pump quantity of spacing, wire spring pipe or the soft spring water-permeable pipe of above-mentioned plastic draining board is adjusted according to ground Treatment Design requirement for bearing capacity.
10. no drainage blanket vacuum method according to claim 1, it is characterized in that in the paving mode of the wire spring pipe+tube sheet connector+band drain in the above-mentioned horizontal direction pipe drain system, wire spring pipe and tube sheet connector carried out pre-connection before marching into the arena, and turned to the web-like of convenient transportation.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100312215A CN100554596C (en) | 2007-11-02 | 2007-11-02 | Vacuum preloading method for non-water discharge sand cushion |
| PCT/CN2008/002125 WO2009070984A1 (en) | 2007-11-02 | 2008-12-30 | Vacuum preloading method without drain sand cushion layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100312215A CN100554596C (en) | 2007-11-02 | 2007-11-02 | Vacuum preloading method for non-water discharge sand cushion |
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| Publication Number | Publication Date |
|---|---|
| CN101220598A true CN101220598A (en) | 2008-07-16 |
| CN100554596C CN100554596C (en) | 2009-10-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100312215A Expired - Fee Related CN100554596C (en) | 2007-11-02 | 2007-11-02 | Vacuum preloading method for non-water discharge sand cushion |
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|---|---|
| CN (1) | CN100554596C (en) |
| WO (1) | WO2009070984A1 (en) |
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| CN101871209A (en) * | 2010-07-07 | 2010-10-27 | 广州市盛洲地基基础工程有限公司 | Vacuum preloading method without sealing film |
| CN101886384A (en) * | 2010-07-07 | 2010-11-17 | 广州市盛洲地基基础工程有限公司 | Vacuum and dynamic compaction synchronization method |
| CN101806055B (en) * | 2009-02-13 | 2011-09-21 | 梁闽 | Vacuum pre-pressed joint rigid pile composite foundation reinforcing method |
| CN102733371A (en) * | 2012-07-18 | 2012-10-17 | 王军 | Closed direct-sucking sectional vacuum preloading foundation treatment method |
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| CN100554596C (en) | 2009-10-28 |
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