CN205024667U - Soft clay ground is consolidated in stake of drainage pine - Google Patents
Soft clay ground is consolidated in stake of drainage pine Download PDFInfo
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- CN205024667U CN205024667U CN201520787134.2U CN201520787134U CN205024667U CN 205024667 U CN205024667 U CN 205024667U CN 201520787134 U CN201520787134 U CN 201520787134U CN 205024667 U CN205024667 U CN 205024667U
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- soft clay
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Abstract
The utility model discloses a soft clay ground is consolidated in stake of drainage pine, a plurality of drainage pine stake of impressing in the soft clay ground of characterized by, the stake of drainage pine uses the pine stake as the core to horizontal drainage sand bedding course is arranged as drainage structures layer, soft clay ground base surface to parcel geotextile or geotechnological cloth. The utility model discloses the stake of well drainage pine is handled drainage function and reinforcement function complex in an organic whole, the reinforcement that is particularly suitable for the soft clay ground of middle -size and small -size water conservancy project structures, the elementary reinforcement that also is fit for ultra -soft clay barged -in fill, peat soil ground is handled, and is ageing according to what handle, and back used repeatedly can be extracted in the stake of drainage pine.
Description
Technical field
The utility model relates to a kind of Soft Clay Foundation, belongs to Soft Soil Engineering technical field.
Background technology
Soft Clay Foundation refers to the ground be made up of soft clay (mud, mucky soil), and it deposits in flowing water environment at hydrostatic or slowly, formed through biological chemistry action.The feature of the having of soft clay " sticky content is high, moisture content is high, permeability is low, undrained strength is low, rheological characteristic high ".The engineering properties of soft clay determines Soft Clay Foundation low bearing capacity, foundation deformation is large, inhomogeneous deformation is also large, and stabilization lasts longer, often cause the disease such as structure generation sedimentation, inclination, cracking on soft foundation, severe patient causes structure to collapse or loses normal usage function.
For the engineering properties of Soft Clay Foundation, many project practice and theoretical research basis on, define multiple Soft Clay Foundation reinforcing and processing method, its reinforcement mechanism, construction technology, the scope of application and the pluses and minuses mutual similarities and differences, be summarized as follows:
Method 1: chemical stabilization.Namely the method such as deep-layer stirring, high-pressure rotary-spray is adopted, form cement earth pile cylinder, pile body has higher intensity and toughness than weak soil, pile body and weak soil form compound foundation shared upper load, compatible deformation, thus reach the object improving soft subgrade bearing capacity, reduce foundation deformation.The method needs special construction equipment, is applicable to the consolidation process of the larger area soft foundation of levelling of the land; And when organic content is higher in weak soil (as peat soil), chemical consolidation effect is then very unstable, needs to specialize in modification and use.
Method 2: drainage industry.Drainage industry comprises drainage system and compression system.Drainage system adopts sand drain, sand wick, plastic drain to form vertical drainage system usually, and level often has sand cushion to form to drainage system.Compression system often adopts piling prepressing and vacuum preloading.The effect of compression system makes to produce head difference in soft foundation, and drainage path is shortened in the effect of drainage system, accelerates the time that consolidation completes.Preloading needs special construction equipment, construction process requirement higher, is applicable to the consolidation process of large area smooth location.
Method 3: broken stone pile method: adopt the methods such as vibroflotation method, immersed tunnelling method, dynamic replacement, form discrete material pile in weakness, broken stone pile plays displacement, draining, pile body effect in composite foundation.This method needs special construction equipment, there are certain requirements construction plant planeness, execution conditions.In Soft Clay Foundation, the bearing capacity of broken stone pile depends primarily on the lateral extreme restraint forces of soft clay to broken stone pile itself, and therefore when soft clay is weaker, broken stone pile method is difficult to form effective pile body in soft foundation.
Method 4: rigid pile: normal employing is squeezed into preformed pile or adopted CFG stake method to form rigid pile soft ground treatment on the spot.This method needs the construction equipment of specialty, and the general effect that just can give full play to rigid pile in the good place of Soft Foundation Projects Using characteristic.In the weak Clayey Soil Ground of ultra-soft, rigid pile is difficult to play the high feature of its bearing capacity.
Method 5: deal pile method: the middle-size and small-size water conservancy project structure that some are built on soft foundation, the normal consolidation process adopting little deal pile to carry out Soft Clay Foundation.This be due to middle-size and small-size water conservancy project structure height generally little (as 3.0m ~ 6.0m), act on the stress of Soft Clay Foundation also not high (being generally less than 200kPa), and middle-size and small-size water conservancy project structure is often in slender type, needs to arrange according to geographic and geomorphic conditions; Under these conditions, construction plant condition is poor, main equipment transition difficulty, construction material are difficult to problems such as gathering materials on the spot, ground excess processes, construction cost are high to adopt large-scale conventional Soft Clay Foundation processing method to exist.From the viewpoint of Technological Economy, often adopt press-in (squeezing into) little deal pile (gather materials on the spot, simply process) to carry out the Soft Clay Foundation process of middle-size and small-size water conservancy project structure in engineering, economic effect is obvious.But little deal pile consolidation process Soft Clay Foundation, often there are the following problems:
I) when Soft Clay Foundation engineering properties is better, water conservancy project structure is not high, deal pile process Soft Clay Foundation effect is better, uses water conservancy project structure distortion for many years very little, can meet the normal requirement used;
Ii) (as higher in weak soil liquidity index when Soft Clay Foundation engineering properties is poor, be in soft moulding or liquid-plastic state), deal pile composite foundation uses for many years, often occur that water conservancy project structure sedimentation and deformation more greatly and be difficult to for many years stablize, cause water conservancy project structure (unit bulk head water retaining) to ftracture the problem of even unstable failure.This problem does not cause the main following points of the reason of industry enough attention always: a) distortion of middle-size and small-size water conservancy project structure is a long-term process, and distortion accumulation in a short time does not have a significant effect the normal use of constructing; When b) being out of shape excessive afterwards for many years, the normal method of removing rebuilding that adopts solves; Just because of the Retarder theory of distortion and chronicity, deal pile composite foundation is usually used in the consolidation process of middle-size and small-size water conservancy project structure Soft Clay Foundation, but its TERM DEFORMATION failure mechanism and solution are never caused for a long time to the attention of engineering circles, make the defect long-term existence of little deal pile process Soft Clay Foundation and do not obtain due improvement and solution.
Visible, traditional deal pile is reinforced Soft Clay Foundation and be there is the large problem of distortion, and this problem does not cause attention and the solution of engineering circles for a long time, limits the application of deal pile in Soft Clay Foundation consolidation process.The principles of soil mechanics of the problem on deformation of Soft Clay Foundation is reinforced for deal pile, improve deal pile structure, discharging consolidation function being introduced deal pile, makes traditional deal pile have discharging consolidation and reinforcement and strengthening effect concurrently, is a kind of effective ways solving deal pile process Soft Clay Foundation problem on deformation.This is technical background of the present invention and starting point.
Summary of the invention
The purpose of this utility model is to provide a kind of draining deal pile to reinforce Soft Clay Foundation, to solve the following Railway Project existed when traditional deal pile reinforces Soft Clay Foundation: (i) sedimentation and deformation problems of too; (ii) sedimentation and deformation overlong time problem; (iii) bearing capacity of foundation soil is difficult to the problem that improved by consolidation draining approach; (iv) the sticky base of weak soil larger problem of the deformation of creep under load action.
The utility model have employed following technical proposals, a kind of draining deal pile reinforces Soft Clay Foundation, it is characterized in that, some draining deal pile are pressed in Soft Clay Foundation, described draining deal pile take deal pile as core, and wrapping up geotextile or geotextiles as discharge structure layer, horizontal drainage sand cushion is arranged on Soft Clay Foundation surface.
The diameter of described core is 100mm ~ 200mm, and length is 2.0m ~ 4.0m.
Described discharge structure layer thickness is 10mm ~ 15mm, has good vertical and horizontal drainability, can play drainage pressure-reducing, shorten the effect of drainage path length.
The reinforcing function and service of the drain function of plastic drain and timber in one, is particularly suitable for the consolidation process of middle-size and small-size water conservancy project structure Soft Clay Foundation by draining deal pile; Also be applicable to the primary consolidation process of the weak barged-in fill of ultra-soft, peat soil foundation, ageing according to what process, draining deal pile is reused after can extracting.
Compared with the prior art, tool of the present invention has the following advantages:
I) compared with traditional deal pile: owing to adding discharge structure layer, the excess pore water pressure that project management model causes is discharged fast by discharge structure layer, and Compression Settlement can short-term complete; Because discharging consolidation effect effectively can improve the undrained shear strength of soft clay, thus play the effect improving Bearing Capacity of Composite Foundation, reduce settlement after construction.
Ii) compare with conventional rigid shape (CFG stake, concrete pile): draining deal pile adopts natural materials, can gather materials on the spot; Construction technology is simple, strong to the suitability of site condition; From the viewpoint of Technological Economy, in the primary treatment of middle-size and small-size hydro-structure Soft Ground, peat matter organic soil soft foundation, the weak barged-in fill soft foundation of ultra-soft, draining deal pile technology has obvious technology economy advantage.
Iii) compared with simple sand drain, sand wick, plastic draining tape handling Soft Clay Foundation: the deal pile in draining deal pile composite construction can be used as the effect that vertical reinforcement plays pile body, can be improved the bearing capacity of composite foundation by metathesis; And traditional sand drain, sand wick, plastic drain only play drainage pressure-reducing effect in Soft foundation treatment, and there is no the displacement humidification of vertical reinforcement.
Iv) compared with discrete material pile (broken stone pile): during Treating soft foundation applying for macadam pile, the bearing capacity of broken stone pile depends on the limit lateral restriction of soft clay, thus limits the raising of Loar-boaring Capacity of Composite Gravel Foundation; And the ultimate bearing capacity of draining deal pile depends on ultimate friction resistance and stake end ultimate end bearing force, therefore in soft foundation, improve its bearing capacity of single pile by regulating the stake of draining deal pile long, not by the restriction of soft foundation limit lateral restriction.
Accompanying drawing explanation
Fig. 1 is the cross-sectional drawing of draining deal pile described in the utility model.
Fig. 2 is the skiagraph of draining deal pile described in the utility model
Fig. 3 is that draining deal pile reinforces middle-size and small-size water conservancy project structure Soft Clay Foundation schematic diagram.
Fig. 4 is that draining deal pile reinforces the weak reclaimed ground schematic diagram of ultra-soft
In the drawings: 1. core (deal pile) 2. geotextiles 3. nonwoven type geotextile 4. geotextile 5. draining deal pile 6. Soft Clay Foundation 7. horizontal drainage sand cushion 8. water conservancy project structure 9. ultra-soft weak reclaimed ground 10. prefabricating load layer.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is illustrated further.
Embodiment 1
A kind of draining deal pile reinforces middle-size and small-size water conservancy project structure Soft Clay Foundation:
(1) with straight natural pine wood trunk for raw material, be processed into as diameter is as the core 1 of draining deal pile 5, length is 1500mm ~ 3000mm; And use chemical solution method (or pitching) to carry out anticorrosion corrosion protection process;
(2) discharge structure layer: as depicted in figs. 1 and 2 take deal pile as core 1, wraps up geotextiles 2, nonwoven type geotextile 3, geotextile 4 from inside to outside as discharge structure layer; Thickness 1mm ~ the 2mm of the geotextiles 2 of innermost layer, adopts the cementing agents such as epoxy resin and deal pile firmly to paste, and object increases interface bond stress; Intermediate layer adopts has good water permeability (level and vertical permeability coefficient about 10
-1~ 10
-2cm/s) nonwoven type geotextile 3(thickness is about 5mm ~ 8mm), object moulds-flow in the soil of plasticity ruins soft the effect played discharging consolidation, improve the not draining shear strength of soft clay itself; Outermost layer is have the thick geotextile 4 of the 0.5mm ~ 1.0mm of certain Vertical dimension permeability and filterability, and object is i.e. porous decompression but also can increases the swimming cloths power with soft clay Soil Interface.Notice that discharge structure layer should exceed draining deal pile top and be about 500mm, for being combined with horizontal drainage sand cushion;
(3) when the consolidation process of middle-size and small-size water conservancy project structure Soft Clay Foundation, according to the concrete property index of the scale of construction scale of water conservancy project structure, load and soft clay, according to a determining deviation by draining deal pile 5 static(al) press-in (or mechanical assistance is squeezed into) Soft Clay Foundation 6 to certain depth (designing and calculating is determined);
(4) horizontal drainage sand cushion 7 is laid as level to drainage system in Soft Clay Foundation 6 surface.The discharge structure layer of draining deal pile 5 exceeds core 1 top and is about 500mm, and discharge structure layer exceeds part and is embedded in horizontal drainage sand cushion 7;
(5) water conservancy project structure 8 is built above horizontal drainage sand cushion 7; Built the excess pore water pressure caused by water conservancy project structure 8, discharge to horizontal drainage sand cushion 7 through the vertical seepage flow of discharge structure layer; Soft Clay Foundation is along with the carrying out of discharging consolidation process, and intensity and bearing capacity improve thereupon, thus reaches the object improving bearing capacity of foundation soil, reduce settlement after construction.Finally define Soft Clay Foundation as shown in Figure 3.
Embodiment 2
A kind of draining deal pile reinforces ultra-soft clay reclaimed ground:
(1) with straight natural pine wood trunk for raw material, be processed into as diameter is as the core 1 of draining deal pile 5, length is about 1500mm ~ 3000mm; And use chemical solution method (or pitching) to carry out anticorrosion corrosion protection process;
(2) discharge structure layer: as depicted in figs. 1 and 2 take deal pile as core 1, wraps up geotextiles 2, nonwoven type geotextile 3, geotextile 4 from inside to outside as discharge structure layer; Innermost layer is the geotextiles 2 that 1mm ~ 2mm is thick, adopts the cementing agents such as epoxy resin and deal pile firmly to paste, and object increases interface bond stress; Intermediate layer adopts has good water permeability (level and vertical permeability coefficient about 10
-1~ 10
-2cm/s) nonwoven type geotextile 3(thickness is about 5mm ~ 8mm), object moulds-flow in the soil of plasticity ruins soft the effect played discharging consolidation, improve the not draining shear strength of soft clay itself; Outermost layer building fabric has the thick geotextile 4 of the 0.5mm ~ 1.0mm of certain Vertical dimension permeability and filterability, and object is i.e. porous decompression but also can increases the swimming cloths power with soft clay Soil Interface.Notice that discharge structure layer should exceed draining deal pile top and be about 500mm, for being combined with horizontal drainage sand cushion 7;
(3) when the consolidation process of the weak reclaimed ground 9 of ultra-soft, according to the concrete property index of the scale of construction scale of elementary prefabricating load, load and the weak barged-in fill of ultra-soft, according to a determining deviation by the weak reclaimed ground 9 of draining deal pile 5 static(al) press-in (or mechanical assistance is squeezed into) ultra-soft to certain depth (designing and calculating is determined);
(4) horizontal drainage sand cushion 7 is laid as level to drainage system on weak reclaimed ground 9 surface of ultra-soft.The discharge structure layer of draining deal pile 5 exceeds core 1 top and is about 500mm, and discharge structure layer exceeds part and is embedded in horizontal drainage sand cushion 7;
(5) piling prepressing load layer 10 above horizontal drainage sand cushion 7, after construction, structure is as shown in Figure 4; The excess pore water pressure caused by prefabricating load layer 10 loading, discharges to horizontal drainage sand cushion 7 through the vertical seepage flow of discharge structure layer; The weak reclaimed ground 9 of ultra-soft is along with the carrying out of discharging consolidation process, and intensity and bearing capacity improve thereupon, thus reaches the object improving bearing capacity of foundation soil, reduce settlement after construction.Along with completing of ultra-soft weak reclaimed ground 9 consolidation process primary stage, the part that namely draining deal pile can be used as permanent process is retained in that soft foundation relaying is continuous to play a role; Also reuse after can extracting.
Claims (3)
1. a draining deal pile reinforces Soft Clay Foundation, it is characterized in that, be pressed into some draining deal pile in Soft Clay Foundation, described draining deal pile take deal pile as core, and wrapping up geotextile or geotextiles as discharge structure layer, horizontal drainage sand cushion is arranged on Soft Clay Foundation surface.
2. draining deal pile according to claim 1 reinforces Soft Clay Foundation, it is characterized in that: the diameter of described core is 100mm ~ 200mm, and length is 1.5m ~ 4.0m.
3. draining deal pile according to claim 1 reinforces Soft Clay Foundation, it is characterized in that: described discharge structure layer thickness is 10mm ~ 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787134.2U CN205024667U (en) | 2015-10-12 | 2015-10-12 | Soft clay ground is consolidated in stake of drainage pine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787134.2U CN205024667U (en) | 2015-10-12 | 2015-10-12 | Soft clay ground is consolidated in stake of drainage pine |
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| Publication Number | Publication Date |
|---|---|
| CN205024667U true CN205024667U (en) | 2016-02-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520787134.2U Expired - Fee Related CN205024667U (en) | 2015-10-12 | 2015-10-12 | Soft clay ground is consolidated in stake of drainage pine |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220680A (en) * | 2015-10-12 | 2016-01-06 | 东华理工大学 | A kind of draining deal pile reinforces Soft Clay Foundation and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220680A (en) * | 2015-10-12 | 2016-01-06 | 东华理工大学 | A kind of draining deal pile reinforces Soft Clay Foundation and construction method thereof |
| CN105220680B (en) * | 2015-10-12 | 2017-03-01 | 东华理工大学 | A kind of draining deal pile reinforces the construction method of Soft Clay Foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160210 Termination date: 20161012 |