CN204898645U - Construction waste regeneration drainage CFG pile foundation - Google Patents
Construction waste regeneration drainage CFG pile foundation Download PDFInfo
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- CN204898645U CN204898645U CN201520192174.2U CN201520192174U CN204898645U CN 204898645 U CN204898645 U CN 204898645U CN 201520192174 U CN201520192174 U CN 201520192174U CN 204898645 U CN204898645 U CN 204898645U
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- refuse regenerated
- construction refuse
- draining
- sand drain
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- 238000010276 construction Methods 0.000 title claims abstract description 42
- 239000002699 waste material Substances 0.000 title abstract description 8
- 230000008929 regeneration Effects 0.000 title abstract description 4
- 238000011069 regeneration method Methods 0.000 title abstract description 4
- 239000004576 sand Substances 0.000 claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000000463 material Substances 0.000 claims description 14
- 230000035515 penetration Effects 0.000 claims description 3
- 238000007596 consolidation process Methods 0.000 abstract description 12
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 27
- 238000007599 discharging Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000004064 recycling Methods 0.000 description 4
- 229940098458 powder spray Drugs 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a construction waste regeneration drainage CFG stake ground, including holding power layer and soil body, hold power level in the below of soil body beat the annular sand shaft of circle in the soil body it forms the pile body to pour into the concrete in the ring of sand shaft, the sand shaft with the axle center of pile body is located same straight line and the two degree of depth the same, the sand shaft is not less than 0.5 meter with the degree of depth that the pile body got into holding power level. The utility model discloses can accelerate the consolidation of foundation soil drainage, improve the bearing capacity of ground to realize building rubbish's utilization, reduce environmental pollution, reduce construction cost.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of construction refuse regenerated draining CFG pile foundation.
Background technology
At present for ground stabilization Application comparison widely method mainly contain consolidation and CFG(CementFly-ashGravel-CFG) stake method, these two kinds of method Application comparison are ripe, two kinds of method for processing foundation are combined the method for carrying out ground stabilization and mainly contains concrete-cored sand-gravel pile composite foundation processing method and draining Powder-spurted Pile Used For Reinforcing Soft Soil Foundation processing method, concrete-cored sand-gravel pile is made up of prefabricated concrete core pile and core stake sandstone shell, draining powder spray piling is then made up of the vertical drainage body (plastic draining board) between powder spray piling and stake, two kinds of methods all utilize vertical reinforcement (concrete pile or powder spray piling) to share part vertical load, vertical drainage passage (core stake sandstone shell or plastic draining board) carries out vertical drainage, not only reduce the load that the soil body is shared, and improve the intensity of the soil body, give full play to different method for processing foundation feature separately, achieve good consolidation effect.But above-mentioned two kinds of methods all adopt natural sand stone material, construction costs is higher, adopts sand drain concretion method and CFG stake method to be united and applied in basement process herein, and construction technology, use material are different from above-mentioned two kinds of methods, be conducive to giving full play to respective feature, obtain good effect.Water discharging body is combined for basement process with CFG stake, has not yet to see relevant open report.
Mainly there is following shortcoming in existing consolidation and CFG stake method: 1, consolidation and CFG stake method all can improve bearing capacity of foundation soil to a certain extent, but it is very poor when running into site condition, during bearing capacity wretched insufficiency, often cannot meet bearing capacity requirement; 2, the material that Consolidation drainage method and CFG stake method are selected is natural materials, not only involves great expense, and a large amount of consumption of natural resource, also can damage environment.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of construction refuse regenerated draining CFG pile foundation, can accelerate Soft Soil Layer discharging consolidation, improves the bearing capacity of ground, and realize the recycling of building waste, save natural resources, reduce environment pollution, reducing the construction costs.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of construction refuse regenerated draining CFG pile foundation, comprise bearing stratum and the soil body, described bearing stratum is positioned at the below of the soil body, circular sand drain is squeezed in the described soil body, in the annulus of described sand drain, penetration concrete forms pile body, and described sand drain is positioned at same straight line with the axle center of described pile body and the degree of depth of the two is identical, and the depth H 3 that described sand drain and pile body enter bearing stratum is not less than 0.5 meter.
Preferably, the material of described pile body adopts the concrete made of construction refuse regenerated aggregate.
Preferably, one deck mattress layer is covered at the top of described sand drain and pile body.
Preferably, the material of described mattress layer adopts construction refuse regenerated aggregate.
Preferably, construction refuse regenerated sand is filled with in described sand drain.
For solving the problems of the technologies described above, another technical scheme that the utility model adopts is: the construction method providing a kind of construction refuse regenerated draining CFG pile foundation, comprises the steps:
One, flatten construction plant, the true fixed pile of unwrapping wire, stake machine moves into place, and casing adjustment is vertical;
Two, sink tube method construction in, pore-forming utilizes discarded sandstone aggregate to stir according to match ratio simultaneously and makes concrete;
Three, after pore-forming, put into bellows, then outside bellows, pour into reclaimed sand, be filled to about hole depth half position time, in bellows, then pour into the concrete stirred, pour into the degree of depth about 1/3rd hole depth;
Four, promote casing to three/mono-hole depth place, then to stake top, then extract casing to lateral irrigation sand outside bellows;
Five, after extracting casing, the concrete stirred is poured into bellows to stake top, form CFG pile body, then telephone-moving is constructed next pile;
Six, after draining CFG pile driving construction completes, leveling stake top mark is high, builds the mattress layer that transmission coefficient is higher, then maintenance;
Seven, after maintenance expires, carry out banketing precompressed, the water in the soil body is introduced sand drain, then overflow earth's surface along mattress layer, thus by the foundation soil shared bearing capacity after CFG pile body and discharging consolidation.
The beneficial effects of the utility model are: 1, sand drain concretion method and CFG stake method are united and applied in basement process, water in Soft Soil Layer is introduced in sand drain by precompressed of banketing by soft foundation, then earth's surface is overflowed by the mattress layer that transmission coefficient is higher, accelerate Soft Soil Layer discharging consolidation, improve bearing capacity, bear vertical load additionally by CFG pile body, the two synergy, improve soft foundation bearing capacity further; 2, construction refuse regenerated aggregate be used as sand drain material and make regeneration CFG stake, the recycling of building waste can be realized, save natural resources, reduce environment pollution, reducing the construction costs.
Accompanying drawing explanation
Fig. 1 is the perspective view of a kind of construction refuse regenerated draining CFG pile foundation one of the utility model preferred embodiment;
In accompanying drawing, the mark of each parts is as follows: 1, the soil body, and 2, pile body, 3, sand drain, 4, mattress layer, 5, bearing stratum.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1, the utility model embodiment comprises:
A kind of construction refuse regenerated draining CFG pile foundation, comprise bearing stratum 5 and the soil body 1, described bearing stratum 5 is positioned at the below of the soil body 1, circular sand drain 3 is squeezed in the described soil body 1, in the annulus of described sand drain 3, penetration concrete forms CFG pile body 2, described sand drain 3 is positioned at same straight line with the axle center of described pile body 2 and the degree of depth of the two is identical, and the depth H 3 that described sand drain 3 and pile body 2 enter bearing stratum 5 is 0.5 meter, the concrete that the material of described pile body 2 adopts construction refuse regenerated aggregate to make.
One deck mattress layer 4 is covered with the top of pile body 2 at described sand drain 3, the material of described mattress layer 4 adopts construction refuse regenerated aggregate, water in the soil body 1 is introduced in sand drain 3 by precompressed of banketing by soft foundation, then earth's surface is overflowed by the mattress layer 4 that transmission coefficient is higher, accelerate Soft Soil Layer discharging consolidation, improve bearing capacity.
Be filled with building waste in described sand drain 3, described building waste adopts discarded concrete sandstone, construction refuse regenerated aggregate is used as sand drain material and makes regeneration CFG stake, the recycling of building waste can be realized, save natural resources, reduce environment pollution, reducing the construction costs.
Another technical scheme that the utility model adopts is: the construction method providing a kind of construction refuse regenerated draining CFG pile foundation, comprises the steps:
One, flatten construction plant, the true fixed pile of unwrapping wire, stake machine moves into place, and casing adjustment is vertical;
Two, sink tube method construction in, casing external diameter 426mm, internal diameter 406mm, depth of pore forming 6m, pore-forming utilizes discarded sandstone aggregate to stir according to match ratio simultaneously and makes concrete;
Three, after pore-forming, put into bellows (external diameter 235mm, internal diameter 220mm), then outside bellows, pour into reclaimed sand, be filled to about hole depth half position time, in bellows, then pour into the concrete stirred, pour into the degree of depth about 1/3rd hole depth;
Four, promote casing to three/mono-hole depth place, then to stake top, then extract casing to lateral irrigation sand outside bellows;
Five, after extracting casing, the concrete stirred is poured into bellows to stake top, form CFG pile body, then telephone-moving is constructed next pile;
Six, after draining CFG pile driving construction completes, leveling stake top mark is high, builds the mattress layer that transmission coefficient is higher, then maintenance;
Seven, after maintenance expires, carry out banketing precompressed, the water in the soil body is introduced sand drain 3, then overflows earth's surface along mattress layer 4, thus by the foundation soil shared bearing capacity after CFG pile body and discharging consolidation.
In practice of construction process, the size of casing and bellows is determined by the requirement for bearing capacity of pile body, is not limited to the size in the present embodiment.
Sand drain concretion method and CFG stake method are united and applied in basement process by the utility model, with semi-rigid CFG stake for stake core, ring-type sand drain 3 is formed in CFG stake week, discharging consolidation process is carried out to weak soil between stake, and coordinate CFG stake and inter-pile soil shared load with mattress layer 4, give full play to the bearing capacity of the weak soil that sand drain 3 processed.Ring-type sand drain material, CFG stake aggregate, mattress layer material all adopt construction refuse regenerated aggregate simultaneously, can realize the recycling of building waste, save natural resources, reduce environment pollution, reducing the construction costs.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (5)
1. a construction refuse regenerated draining CFG pile foundation, comprise bearing stratum and the soil body, described bearing stratum is positioned at the below of the soil body, it is characterized in that, circular sand drain is squeezed in the described soil body, in the annulus of described sand drain, penetration concrete forms pile body, and described sand drain is positioned at same straight line with the axle center of described pile body and the degree of depth of the two is identical, and the depth H 3 that described sand drain and pile body enter bearing stratum is not less than 0.5 meter.
2. one according to claim 1 construction refuse regenerated draining CFG pile foundation, is characterized in that, the concrete that the material of described pile body adopts construction refuse regenerated aggregate to make.
3. one according to claim 1 construction refuse regenerated draining CFG pile foundation, is characterized in that, covers one deck mattress layer at the top of described sand drain and pile body.
4. one according to claim 3 construction refuse regenerated draining CFG pile foundation, is characterized in that, the material of described mattress layer adopts construction refuse regenerated aggregate.
5. one according to claim 1 construction refuse regenerated draining CFG pile foundation, is characterized in that, is filled with construction refuse regenerated sand in described sand drain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520192174.2U CN204898645U (en) | 2015-04-01 | 2015-04-01 | Construction waste regeneration drainage CFG pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520192174.2U CN204898645U (en) | 2015-04-01 | 2015-04-01 | Construction waste regeneration drainage CFG pile foundation |
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| CN204898645U true CN204898645U (en) | 2015-12-23 |
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| CN201520192174.2U Active CN204898645U (en) | 2015-04-01 | 2015-04-01 | Construction waste regeneration drainage CFG pile foundation |
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| CN (1) | CN204898645U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746507A (en) * | 2015-04-01 | 2015-07-01 | 江苏建院营造有限公司 | Construction waste recycling drainage CFG pile foundation and construction method thereof |
| CN105672245A (en) * | 2016-01-21 | 2016-06-15 | 上海强劲地基工程股份有限公司 | Method for forming high-strength cement soil body in flow plasticity soft soil |
-
2015
- 2015-04-01 CN CN201520192174.2U patent/CN204898645U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746507A (en) * | 2015-04-01 | 2015-07-01 | 江苏建院营造有限公司 | Construction waste recycling drainage CFG pile foundation and construction method thereof |
| CN105672245A (en) * | 2016-01-21 | 2016-06-15 | 上海强劲地基工程股份有限公司 | Method for forming high-strength cement soil body in flow plasticity soft soil |
| CN105672245B (en) * | 2016-01-21 | 2018-04-03 | 上海强劲地基工程股份有限公司 | Flow the method that the high strength cement soil body is formed in plasticity weak soil |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |