CN106958176A - Quick prefabricated pin-connected panel soft base processing method - Google Patents
Quick prefabricated pin-connected panel soft base processing method Download PDFInfo
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- CN106958176A CN106958176A CN201710056594.1A CN201710056594A CN106958176A CN 106958176 A CN106958176 A CN 106958176A CN 201710056594 A CN201710056594 A CN 201710056594A CN 106958176 A CN106958176 A CN 106958176A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
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Abstract
A kind of quick prefabricated pin-connected panel soft base processing method, its step includes：Preformed rigid pile driving construction is entered into ground to be onstructed；The stake top periphery soil of preformed rigid stake is flattened, the absolute altitude of periphery soil is less than the absolute altitude of stake top；Prefabricated pile cover is installed in preformed rigid stake, backfill and is somewhat compacted afterwards, makes the absolute altitude of pile cover equal to the soil body absolute altitude after backfill；GSZ is arranged on the foundation surface that the soil body and pile cover are formed, GSZ is paved with whole foundation surface；Construct and fill stratum and be compacted on GSZ；Constructed on the fill stratum constructed embankment fill material, quick prefabricated pin-connected panel treatment of soft foundation is completed after height to the specified altitude for making embankment fill material.Soft soil foundation after the quick prefabricated pin-connected panel soft base processing method processing of the present invention has the reliable advantage of high capacity, intensity, the generation of excess pore water, construct convenient, efficiency high, low engineering cost, stacking and convenient transportation can be effectively eliminated, engineering is handled available for ultra-deep thick-soft base.
Description
Technical field
The present invention relates to highway subgrade construction project technical field, more particularly to it is a kind of for the quick prefabricated of highway
Pin-connected panel soft base processing method.
Background technology
China is dispersed with substantial amounts of weak soil, therefore basement process is frequently problem in civil engineering.In recent decades,
Developed rapidly for Soft Soil Subgrade Treatment Techniques, wherein composite foundation technology is most widely used.Typically by matrix（My god
Right foundation soil body or the modified subsoil soil body）With reinforcement artificial foundation dimerous.Under load action, base
Body and reinforcement shared the effect of load.Composite foundation is divided into vertical reinforcement composite foundation and geosynthetic-reinforced mattress is multiple
The class of ground two is closed, and vertical reinforcement composite foundation is divided into discrete material pile（Such as sand pile and broken stone pile）Composite foundation, flexibility
Stake（Such as cement mixing method）Composite foundation and rigid pile（Such as prefabricated pile）Three kinds of composite foundation.Wherein：
Discrete material pile has water penetration, low cost and other advantages, can effectively accelerate ground consolidation rate and reduce sand or
The liquefaction potential of silt foundation, but have that foundation bearing capacity increase rate is limited, settlement after construction big, the shallow-layer under additional stress effect
The problems such as pile body easily expands destruction, the antidetonation for not being suitable for deep liquefied foundation.
Flexible pile has that the construction period is short, low cost, the advantages of larger to the increase rate of foundation bearing capacity, but there is stake
Body low intensity（Below 1MPa）, the shortcomings of anti-horizontal bearing capacity is poor, pile quality is general, be not suitable for the place of deep soft soil foundation
Reason.
Rigid pile（Such as prefabricated pile, cast-in-situ bored pile）It is long with effective length, deform it is small, can give full play to inter-pile soil and
It is the features such as bearing capacity of pile-end soil, maximum to the increase rate of foundation bearing capacity.But there is cost height, quality control in cast-in-situ bored pile
Difficulty processed is big, work progress can produce substantial amounts of mud rubbish, it is high to environmental requirement the shortcomings of；Although and prefabricated pile pile quality
Good, cost is less than cast-in-situ bored pile, but when deep soft soil is constructed, due to the effect for the excess pore water that soil compaction is produced, often goes out
The construction quality problem such as pile body floating after the completion of existing construction of prefabricated piles.
The content of the invention
It is an object of the invention to provide a kind of quick prefabricated pin-connected panel soft base processing method, the soft soil foundation after its processing
With high capacity, the reliable advantage of intensity, the generation of excess pore water, construct convenient, efficiency high, construction costs can be effectively eliminated
Low, stacking and convenient transportation, engineering is handled available for ultra-deep thick-soft base.
To achieve these goals, the present invention provides a kind of quick prefabricated pin-connected panel soft base processing method, and it includes as follows
Step：
（1）Preformed rigid pile driving construction is entered into ground to be onstructed；
（2）The stake top periphery soil of preformed rigid stake is flattened, the absolute altitude of periphery soil is less than the absolute altitude of stake top；
（3）Prefabricated pile cover is installed in preformed rigid stake, backfill and is somewhat compacted afterwards, is equal to back the absolute altitude of prefabricated pile cover
Soil body absolute altitude after banketing；
（4）GSZ is arranged on the foundation surface that the soil body and prefabricated pile cover are formed, GSZ is paved with whole ground
Surface；
（5）Construct and fill stratum and be compacted on GSZ；
（6）Constructed on the fill stratum constructed embankment fill material, make to complete quick after height to the specified altitude of embankment fill material
Precast splice type treatment of soft foundation.
Preferably, the step（1）In preformed rigid stake include the matrix that is made up of high-strength concrete and by pervious material
Expect the seepy material body being made, the center of described matrix is provided with through the inner chamber of its upper and lower end, and the seepy material body is arranged at
The outer surface of matrix or internal chamber wall.
Preferably, the seepy material body runs through the upper and lower end of described matrix.
Preferably, the seepy material body is set to multiple, and multiple seepy material bodies are along outer surface of matrix or inner chamber
Wall is circumferentially uniformly distributed.
Preferably, the strength grade of the high-strength concrete is not less than C80.
Preferably, the step（3）In the stake of prefabricated pile cover and the preformed rigid be articulated and connected.
Preferably, the T-shaped structure that card body of the prefabricated pile cover by superposed cap body and positioned at bottom is constituted, it is described
Prefabricated pile cover is plugged in the inner chamber upper end of preformed rigid stake by the card body of bottom.
Preferably, the step（5）In fill stratum be made up of multiple filling layers, the thickness of every layer of filler and preformed rigid stake
Diameter or the length of side ratio be 1:1.0~2.0.
Preferably, be provided with GSZ between multiple filling layers, the longitudinal pitch of the adjacent GSZ with it is prefabricated just
Property stake diameter or the length of side ratio be 1:1.0~3.0.
Preferably, described filler layer is set to 2-15 layers, is made up of earth rock material, chisley soil, sand, industrial residue.
After such scheme, quick prefabricated pin-connected panel soft base processing method of the invention has following excellent beneficial effect：
1st, preformed rigid stake uses prestressing force water penetration pile in quick prefabricated pin-connected panel soft base processing method of the invention, and it is by high-strength mixed
The matrix that solidifying soil is made can effectively penetrate the closely knit interlayer in part in soft soil foundation, due to the pervious material being made up of seepy material
Material body is the elongated setting in longitudinal direction along matrix, in construction, and vertically downward, the pore water in soil is in longitudinal force for preformed rigid stake
Under extruding, longitudinally upward discharged along the seepy material body of preformed rigid stake, it is to avoid preformed rigid stake after the completion of the construction on
It is floating；
2nd, in quick prefabricated pin-connected panel soft base processing method of the invention by using GSZ and prefabricated pile cover collective effect,
The soil arching effect effect between prefabricated pile cover is substantially increased, soft soil foundation is obtained higher bearing capacity；
3rd, formed in quick prefabricated pin-connected panel soft base processing method of the invention using prefabricated pile cover and preformed rigid stake direct splicing
Be articulated and connected, change it is conventional be rigidly connected, while after splicing need not casting concrete again, installation strength is low, install more
Facilitate efficiency high, influenceed small by the factor such as weather, site operation environment, artificial, be effectively guaranteed the quality of engineering；
4th, it is high with foundation bearing capacity after using quick prefabricated pin-connected panel soft base processing method soft soil foundation of the invention, resist
Horizontal bearing capacity is excellent, low cost, construct it is simple, convenient, economic and environment-friendly the characteristics of.
Brief description of the drawings
Fig. 1 is the structural representation after being constructed with quick prefabricated pin-connected panel soft base processing method embodiment one of the invention；
Fig. 2 for Fig. 1 A-A to cross section structure diagram；
Fig. 3 is the prefabricated pile cap schematic diagram of quick prefabricated pin-connected panel soft base processing method embodiment one of the invention；
Fig. 4 is the fill stratum structural representation of quick prefabricated pin-connected panel soft base processing method embodiment one of the invention；
Fig. 5 illustrates for the cross-sectional structure of the preformed rigid stake of quick prefabricated pin-connected panel soft base processing method embodiment two of the invention
Figure；
Fig. 6 is the fill stratum structural representation of quick prefabricated pin-connected panel soft base processing method embodiment two of the invention；
Fig. 7 is the fill stratum structural representation of quick prefabricated pin-connected panel soft base processing method embodiment three of the invention.
Embodiment
The present invention is illustrated below according to accompanying drawing illustrated embodiment.This time disclosed embodiment can consider in all sides
Face is illustration, without limitation.The scope of the present invention is not limited by the explanation of implementation below, only by claims
Shown in scope, and including having all deformations in the same meaning and right with right.
Quick prefabricated pin-connected panel soft base processing method of the invention is illustrated with reference to specific embodiment.
Embodiment 1
With reference to shown in Fig. 1, quick prefabricated pin-connected panel soft base processing method embodiment one of the invention comprises the following steps：
（1）Multiple preformed rigids stake 1 is entered into ground to be onstructed by construction equipment construction, with reference to shown in Fig. 2, preformed rigid stake
1 includes matrix 2 and the multiple seepy material bodies 3 being made up of seepy material, and the cross section of the preformed rigid stake 1 of the present embodiment is circle
Shape, its shape of cross section can also be the shapes such as polygon, belong to the scope of protection of the invention.The center of matrix 2 is provided with and passed through
The inner chamber 4 of its upper and lower end is worn, matrix 2 is made up of high-strength concrete, and the strength grade of the high-strength concrete material is not less than C80,
The outer surface of matrix 2 is provided with multiple open slots 5 through its upper and lower end, and multiple open slots 5 are respectively along the outer surface of matrix 2
Circumferentially it is uniformly distributed, multiple seepy material bodies 3 are respectively arranged in multiple open slots 5 of the outer surface of matrix 2.Opened in the present embodiment
Mouth groove 5 is arranged at the outer surface left and right side of matrix 2, and it is two to set quantity, and seepy material body 3 is correspondingly arranged two.Open slot
5 and seepy material body 3 quantity it can also be provided that more than three, be the scope of protection of the invention.The cross section of open slot 5
Circular arc is shaped as, the cross-sectional area of open slot 5 is more than or equal to the cross-sectional area of seepy material body 3.The present embodiment
In, the shape of cross section of seepy material body 3 is fusiformis, and it can also be the shapes such as circle, sector, rectangle, ellipse, be this
Invent the scope of protection；
（2）To step（1）In the stake top periphery soil of preformed rigid stake 1 flattened, the absolute altitude of periphery soil is less than stake top
Absolute altitude；
（3）Prefabricated pile cover 6 is installed in preformed rigid stake 1, prefabricated pile cover 6 is articulated and connected with preformed rigid stake 1, with reference to Fig. 3
It is shown, the T-shaped structure that card body 8 of the prefabricated pile cover 6 by superposed cap body 7 and positioned at bottom is constituted, prefabricated pile cover 6 is under
The card body 8 in portion is plugged in the upper end of the inner chamber 4 of preformed rigid stake 1, backfill and is somewhat compacted afterwards, makes the mark of pre- cap pile cover 6
It is high in the soil body absolute altitude after backfill；
（4）One layer of GSZ 9 is arranged on the foundation surface that the soil body and prefabricated pile cover 6 are formed, is paved with GSZ 9 whole
Individual foundation surface；
（5）Construct and fill stratum 10 and be compacted on GSZ 9, wherein fill stratum 10 is made up of multiple filling layers, preferably 2-15 layers
Filler is constituted, and thickness and the ratio of the external diameter of preformed rigid stake 1 of every layer of filler are 1:1.0~2.0, with reference to shown in Fig. 4, this reality
Example is applied using four layers of filler, first layer filler 11 is earth rock material from top to bottom, and second layer filler 12 is broken（Gravel）Stone soil, the 3rd
Layer filler 13 is sand, and the 4th layer of filler 14 is industrial residue；
（6）In step（5）Constructed on the fill stratum 10 constructed embankment fill material 15, make the height of embankment fill material 15 to specified altitude
Complete quick prefabricated pin-connected panel treatment of soft foundation afterwards.
Using the comparison such as table of quick prefabricated pin-connected panel soft base processing method of the invention and traditional soft base processing method：
| Sequence number | Item compared | Quick prefabricated pin-connected panel treatment of soft foundation | Traditional treatment of soft foundation |
| 1 | Duration（My god） | 1 | 1.5 |
| 2 | Cost（Member/m2） | 1 | 1.5 |
| 3 | Consolidation effect | It is good | Typically |
| 4 | Environmental benefit | Neatly, it is environmentally friendly | There is certain environmental pollution |
Embodiment 2
With reference to shown in Fig. 1, quick prefabricated pin-connected panel soft base processing method embodiment two of the invention comprises the following steps：
（1）Multiple preformed rigids stake 1 is entered into ground to be onstructed by construction equipment construction, with reference to shown in Fig. 5, preformed rigid stake
1 includes matrix 2 and the multiple seepy material bodies 3 being made up of seepy material, and the cross section of the preformed rigid stake 1 of the present embodiment is circle
Shape, its shape of cross section can also be the shapes such as polygon, belong to the scope of protection of the invention.The center of matrix 2 is provided with and passed through
The inner chamber 4 of its upper and lower end is worn, matrix 2 is made up of high-strength concrete, and the strength grade of the high-strength concrete material is not less than C80,
Multiple open slots 5 through its upper and lower end are provided with the internal chamber wall of matrix 2, multiple open slots 5 are respectively along the inner chamber of matrix 2
Wall is circumferentially uniformly distributed, and multiple seepy material bodies 3 are respectively arranged in multiple open slots 5 of the internal chamber wall of matrix 2.In the present embodiment
Open slot 5 is arranged at the internal chamber wall left and right side of matrix 2, and it is two to set quantity, and seepy material body 3 is correspondingly arranged two.Opening
The quantity of groove 5 and seepy material body 3 is the scope of protection of the invention it can also be provided that more than three.Open slot 5 it is transversal
Face is shaped as circular arc, and the cross-sectional area of open slot 5 is more than or equal to the cross-sectional area of seepy material body 3.This implementation
In example, the shape of cross section of seepy material body 3 is sector, and it can also be the shapes such as circle, fusiformis, rectangle, ellipse, be
The scope of protection of the invention；
（2）To step（1）In the stake top periphery soil of preformed rigid stake 1 flattened, the absolute altitude of periphery soil is less than stake top
Absolute altitude；
（3）Prefabricated pile cover 6 is installed in preformed rigid stake 1, prefabricated pile cover 6 is articulated and connected with preformed rigid stake 1, with reference to Fig. 3
It is shown, the T-shaped structure that card body 8 of the prefabricated pile cover 6 by superposed cap body 7 and positioned at bottom is constituted, prefabricated pile cover 6 is under
The card body 8 in portion is plugged in the upper end of the inner chamber 4 of preformed rigid stake 1, backfill and is somewhat compacted afterwards, makes the mark of pre- cap pile cover 6
It is high in the soil body absolute altitude after backfill；
（4）One layer of GSZ 9 is arranged on the foundation surface that the soil body and prefabricated pile cover 6 are formed, is paved with GSZ 9 whole
Individual foundation surface；
（5）Construct and fill stratum 10 and be compacted on GSZ 9, wherein fill stratum 10 is made up of multiple filling layers, preferably 2-15 layers
Filler is constituted, and thickness and the ratio of the external diameter of preformed rigid stake 1 of every layer of filler are 1:1.0~2.0, with reference to shown in Fig. 6, this reality
Example is applied using six layers of filler, first layer filler 11 is industrial residue from top to bottom, and second layer filler 12 is broken（Gravel）Stone soil, the 3rd
Layer filler 13 is earth rock material, and the 4th layer of filler 14 is gravelly soil, and layer 5 filler 15 is sand, and layer 6 filler 16 is industry
Waste residue, layer 7 filler 17 is earth rock material；
（6）In step（5）Constructed on the fill stratum 10 constructed embankment fill material 15, make the height of embankment fill material 15 to specified altitude
Complete quick prefabricated pin-connected panel treatment of soft foundation afterwards.
Using the comparison such as table of quick prefabricated pin-connected panel soft base processing method of the invention and traditional soft base processing method：
| Sequence number | Item compared | Quick prefabricated pin-connected panel treatment of soft foundation | Traditional treatment of soft foundation |
| 1 | Duration（My god） | 1 | 1.5 |
| 2 | Cost（Member/m2） | 1 | 1.5 |
| 3 | Consolidation effect | It is good | Typically |
| 4 | Environmental benefit | Neatly, it is environmentally friendly | There is certain environmental pollution |
Embodiment 3
With reference to shown in Fig. 1, quick prefabricated pin-connected panel soft base processing method embodiment three of the invention comprises the following steps：
（1）Multiple preformed rigids stake 1 is entered into ground to be onstructed by construction equipment construction, with reference to shown in Fig. 2, preformed rigid stake
1 includes matrix 2 and the multiple seepy material bodies 3 being made up of seepy material, and the cross section of the preformed rigid stake 1 of the present embodiment is circle
Shape, its shape of cross section can also be the shapes such as polygon, belong to the scope of protection of the invention.The center of matrix 2 is provided with and passed through
The inner chamber 4 of its upper and lower end is worn, matrix 2 is made up of high-strength concrete, and the strength grade of the high-strength concrete material is not less than C80,
The outer surface of matrix 2 is provided with multiple open slots 5 through its upper and lower end, and multiple open slots 5 are respectively along the outer surface of matrix 2
Circumferentially it is uniformly distributed, multiple seepy material bodies 3 are respectively arranged in multiple open slots 5 of the outer surface of matrix 2.Opened in the present embodiment
Mouth groove 5 is arranged at the outer surface left and right side of matrix 2, and it is two to set quantity, and seepy material body 3 is correspondingly arranged two.Open slot
5 and seepy material body 3 quantity it can also be provided that more than three, be the scope of protection of the invention.The cross section of open slot 5
Circular arc is shaped as, the cross-sectional area of open slot 5 is more than or equal to the cross-sectional area of seepy material body 3.The present embodiment
In, the shape of cross section of seepy material body 3 is fusiformis, and it can also be the shapes such as circle, fusiformis, rectangle, ellipse, be this
Invent the scope of protection；
（2）To step（1）In the stake top periphery soil of preformed rigid stake 1 flattened, the absolute altitude of periphery soil is less than stake top
Absolute altitude；
（3）Prefabricated pile cover 6 is installed in preformed rigid stake 1, prefabricated pile cover 6 is articulated and connected with preformed rigid stake 1, with reference to Fig. 3
It is shown, the T-shaped structure that card body 8 of the prefabricated pile cover 6 by superposed cap body 7 and positioned at bottom is constituted, prefabricated pile cover 6 is under
The card body 8 in portion is plugged in the upper end of the inner chamber 4 of preformed rigid stake 1, backfill and is somewhat compacted afterwards, makes the mark of pre- cap pile cover 6
It is high in the soil body absolute altitude after backfill；
（4）Arrangement first floor GSZ 9, is paved with GSZ 9 whole on the foundation surface that the soil body and prefabricated pile cover 6 are formed
Individual foundation surface；
（5）Construct and fill stratum 10 and be compacted on GSZ 9, wherein fill stratum 10 is made up of multiple filling layers, preferably 2-15 layers
Filler is constituted, and thickness and the ratio of the external diameter of preformed rigid stake 1 of every layer of filler are 1:1.0~2.0, with reference to shown in Fig. 7, this reality
Example is applied using five layers of filler, first layer filler 11 is broken from top to bottom（Gravel）Stone soil, second layer filler 12 is earth rock material, the 3rd
Layer filler 13 is sand, and the 4th layer of filler 14 is industrial residue, and layer 5 filler 15 is earth rock material；Wherein first layer filler 11
The second GSZ 18 is provided between second layer filler 12, is provided between third layer filler 13 and the 4th layer of filler 14
The longitudinal pitch of three GSZs 19, the second GSZ 18 and the 3rd GSZ 19 and the ratio of the diameter of preformed rigid stake 1
It is worth for 1:1.0~3.0；
（6）In step（5）Construction embankment fill material 15, makes after height to the specified altitude of embankment fill material 15 on the fill stratum constructed
Complete quick prefabricated pin-connected panel treatment of soft foundation.
Using the comparison such as table of quick prefabricated pin-connected panel soft base processing method of the invention and traditional soft base processing method：
| Sequence number | Item compared | Quick prefabricated pin-connected panel treatment of soft foundation | Traditional treatment of soft foundation |
| 1 | Duration（My god） | 1 | 1.5 |
| 2 | Cost（Member/m2） | 1 | 1.5 |
| 3 | Consolidation effect | It is good | Typically |
| 4 | Environmental benefit | Neatly, it is environmentally friendly | There is certain environmental pollution |
There is advantages below as the quick prefabricated pin-connected panel soft base processing method of the invention described by the various embodiments described above：
1st, the preformed rigid stake used in quick prefabricated pin-connected panel soft base processing method of the invention 1 for prestressing force water penetration pile, its by
The matrix 2 that high-strength concrete is made can effectively penetrate the closely knit interlayer in part in soft soil foundation, due to being made up of seepy material
Seepy material body 3 be along matrix 2 longitudinal direction it is elongated set, in construction, preformed rigid stake 1 vertically downward, the hole in soil
Water longitudinally upward discharges under the extruding of longitudinal force along the seepy material body 3 of preformed rigid stake 1, it is to avoid preformed rigid stake 1
Floated after the completion of construction；
2nd, by using GSZ 9 and the common work of prefabricated pile cover 6 in quick prefabricated pin-connected panel soft base processing method of the invention
With or using GSZ 9, the second GSZ 18, the 3rd GSZ 19 and the collective effect of prefabricated pile cover 6, greatly improve
Soil arching effect effect between prefabricated pile cover 6, makes soft soil foundation obtain higher bearing capacity；
3rd, using prefabricated pile cover 6 and preformed rigid 1 direct splicing shape of stake in quick prefabricated pin-connected panel soft base processing method of the invention
Into being articulated and connected, change it is conventional be rigidly connected, while after splicing need not casting concrete again, installation strength is low, install
More convenient efficiency high, is influenceed small by the factor such as weather, site operation environment, artificial, is effectively guaranteed the quality of engineering；
4th, it is high with foundation bearing capacity after using quick prefabricated pin-connected panel soft base processing method soft soil foundation of the invention, resist
Horizontal bearing capacity is excellent, low cost, construct it is simple, convenient, economic and environment-friendly the characteristics of.
Those skilled in the art will readily occur to its of the present invention after considering specification and putting into practice invention disclosed herein
Its embodiment.The application be intended to the present invention any modification, purposes or adaptations, these modifications, purposes or
Person's adaptations follow the general principle of the present invention and including undocumented common knowledge or usual in the art
Technological means.Description and embodiments are considered only as exemplary, and true scope and spirit of the invention are pointed out by claim.
It should be appreciated that the invention is not limited in the embodiment method being described above, structure, and in the accompanying drawings
The precision architecture shown, and various modifications and changes can be being carried out without departing from the scope.The scope of the present invention is only by appended
Claim limit.
Claims (10)
1. a kind of quick prefabricated pin-connected panel soft base processing method, it is characterised in that comprise the following steps：
（1）Preformed rigid pile driving construction is entered into ground to be onstructed；
（2）The stake top periphery soil of preformed rigid stake is flattened, the absolute altitude of periphery soil is less than the absolute altitude of stake top；
（3）Prefabricated pile cover is installed in preformed rigid stake, backfill and is somewhat compacted afterwards, is equal to back the absolute altitude of prefabricated pile cover
Soil body absolute altitude after banketing；
（4）GSZ is arranged on the foundation surface that the soil body and prefabricated pile cover are formed, GSZ is paved with whole ground
Surface；
（5）Construct and fill stratum and be compacted on GSZ；
（6）Constructed on the fill stratum constructed embankment fill material, make to complete quick after height to the specified altitude of embankment fill material
Precast splice type treatment of soft foundation.
2. quick prefabricated pin-connected panel soft base processing method according to claim 1, it is characterised in that the step（1）In
Preformed rigid stake include the matrix being made up of high-strength concrete and the seepy material body being made up of seepy material, described matrix
Center is provided with through the inner chamber of its upper and lower end, and the seepy material body is arranged at outer surface or the internal chamber wall of matrix.
3. quick prefabricated pin-connected panel soft base processing method according to claim 2, it is characterised in that the seepy material body
Through the upper and lower end of described matrix.
4. quick prefabricated pin-connected panel soft base processing method according to claim 3, it is characterised in that the seepy material body
It is set to multiple, multiple seepy material bodies are circumferentially uniformly distributed along outer surface of matrix or internal chamber wall.
5. quick prefabricated pin-connected panel soft base processing method according to claim 4, it is characterised in that the high-strength concrete
Strength grade be not less than C80.
6. quick prefabricated pin-connected panel soft base processing method according to claim 2, it is characterised in that the step（3）In
The stake of prefabricated pile cover and the preformed rigid be articulated and connected.
7. quick prefabricated pin-connected panel soft base processing method according to claim 6, it is characterised in that the prefabricated pile cover by
The T-shaped structure that superposed cap body and card body positioned at bottom are constituted, the prefabricated pile cover is plugged in by the card body of bottom
The inner chamber upper end of preformed rigid stake.
8. quick prefabricated pin-connected panel soft base processing method according to claim 1, it is characterised in that the step（5）In
Fill stratum be made up of multiple filling layers, the thickness of every layer of filler is 1 with the diameter of preformed rigid stake or the ratio of the length of side:1.0
~2.0.
9. quick prefabricated pin-connected panel soft base processing method according to claim 8, it is characterised in that set between multiple filling layers
GSZ is equipped with, longitudinal pitch and the diameter of preformed rigid stake or the ratio of the length of side of the adjacent GSZ are 1:
1.0~3.0.
10. quick prefabricated pin-connected panel soft base processing method according to claim 9, it is characterised in that described filler layer is set
2-15 layers are set to, is made up of earth rock material, chisley soil, sand, industrial residue.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056594.1A CN106958176A (en) | 2017-01-25 | 2017-01-25 | Quick prefabricated pin-connected panel soft base processing method |
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|---|---|---|---|
| CN201710056594.1A CN106958176A (en) | 2017-01-25 | 2017-01-25 | Quick prefabricated pin-connected panel soft base processing method |
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| CN106958176A true CN106958176A (en) | 2017-07-18 |
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| CN201710056594.1A Pending CN106958176A (en) | 2017-01-25 | 2017-01-25 | Quick prefabricated pin-connected panel soft base processing method |
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| CN (1) | CN106958176A (en) |
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| CN110004918A (en) * | 2019-04-25 | 2019-07-12 | 南京林业大学 | A kind of rigid pile composite foundation assembled pile cover and its assemble method |
| CN110130304A (en) * | 2019-04-09 | 2019-08-16 | 李志鹏 | A kind of concrete soft base processing method |
| CN110965398A (en) * | 2019-11-25 | 2020-04-07 | 中南大学 | Expansive soil foundation structure containing ballastless track roadbed and construction method |
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| CN201972147U (en) * | 2011-02-28 | 2011-09-14 | 武汉市政工程设计研究院有限责任公司 | Draining precast pile for road soft foundation processing |
| CN103912004A (en) * | 2013-07-18 | 2014-07-09 | 刘春原 | Rivet pile |
| CN204780865U (en) * | 2015-07-06 | 2015-11-18 | 建华建材投资有限公司 | Precast concrete pile cap |
| CN205530223U (en) * | 2016-02-16 | 2016-08-31 | 上海市城市建设设计研究总院 | Self tapping steel -pipe pile |
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| CN101967824A (en) * | 2010-09-27 | 2011-02-09 | 浙江大学 | Large-diameter thin-wall cylindrical pile mesh combined structure with pile cap and construction method thereof |
| CN201972147U (en) * | 2011-02-28 | 2011-09-14 | 武汉市政工程设计研究院有限责任公司 | Draining precast pile for road soft foundation processing |
| CN103912004A (en) * | 2013-07-18 | 2014-07-09 | 刘春原 | Rivet pile |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130304A (en) * | 2019-04-09 | 2019-08-16 | 李志鹏 | A kind of concrete soft base processing method |
| CN110004918A (en) * | 2019-04-25 | 2019-07-12 | 南京林业大学 | A kind of rigid pile composite foundation assembled pile cover and its assemble method |
| CN110965398A (en) * | 2019-11-25 | 2020-04-07 | 中南大学 | Expansive soil foundation structure containing ballastless track roadbed and construction method |
| CN110965398B (en) * | 2019-11-25 | 2021-04-06 | 中南大学 | Expansive soil foundation structure containing ballastless track roadbed and construction method |
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