CN104963335B - Assembled baking integrated pile and its using method - Google Patents
Assembled baking integrated pile and its using method Download PDFInfo
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- CN104963335B CN104963335B CN201510379428.6A CN201510379428A CN104963335B CN 104963335 B CN104963335 B CN 104963335B CN 201510379428 A CN201510379428 A CN 201510379428A CN 104963335 B CN104963335 B CN 104963335B
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- 238000000034 method Methods 0.000 title claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 68
- 239000002689 soil Substances 0.000 claims abstract description 55
- 239000012212 insulator Substances 0.000 claims abstract description 46
- 241001149930 Protura <class> Species 0.000 claims abstract description 30
- 239000007769 metal material Substances 0.000 claims abstract description 4
- 238000005245 sintering Methods 0.000 claims description 13
- 229910010293 ceramic material Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 230000000284 resting effect Effects 0.000 claims description 3
- 230000035807 sensation Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000007596 consolidation process Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 5
- 240000002853 Nelumbo nucifera Species 0.000 abstract description 4
- 235000006508 Nelumbo nucifera Nutrition 0.000 abstract description 4
- 235000006510 Nelumbo pentapetala Nutrition 0.000 abstract description 4
- 230000006378 damage Effects 0.000 abstract description 4
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 230000037237 body shape Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 230000007717 exclusion Effects 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 206010030113 Oedema Diseases 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000052769 pathogen Species 0.000 description 1
- 230000001717 pathogenic effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The present invention provides a kind of assembled and toasts integrated pile, and it includes reinforcing bar straight-bar, enters ground conehead, stake top seat；The outer wrap of the reinforcing bar straight-bar has insulator, symmetric figure centered on the section of the insulator；Insulator is stretched out at the top of the reinforcing bar straight-bar, described enter ground conehead be that metal material makes tip vertebral body shape directed downwardly, enter the bottom that ground conehead is assemblied in the reinforcing bar straight tube, the stake top seat is horizontal tabular, and the bottom of the stake top seat is vertically distributed on to the reinforcing bar straight-bar that places.The stake belongs to Squeezing Soil Pile, only need to during piling by reinforcing bar straight-bar, insulator, enter ground conehead constitute integrated module be driven underground, piling process is more prone to.Simultaneously enter oversintering so that the stake all consolidation is integrated, more preferably, in addition the amount of compression to soil is less for supporting ＆ stablizing effect, and the intensity lotus deformation of soil less will not cause disturbance destruction to soil structures.
Description
Art
The invention belongs to building structure technology field, toasts integrated pile and its user more particularly, to a kind of assembled
Method.
Background technology
Building be people in order to meet social life needs, utilize grasped material technology means, and with certain
The artificial environment that scientific law, edema due to wind pathogen theory and aesthetic principle are created.When building is built, in order that building is more steady
Gu, especially some skyscrapers, need to be driven piles on the ground, and stake can allow most of weight of building to pass to ground
Below very deep position so that the ground of this position is more much bigger than ground ability to bear, so that building can be built in stake
If higher, building more firm stable.The stake for currently using is usually reinforced concrete structure, according to different classification sides
Method is segmented into a variety of species, wherein can be divided into non-Squeezing Soil Pile, part Squeezing Soil Pile, be squeezed by the setting effect classification of stake
Native stake.
The prefabricated pile that is squeezed into after non-Squeezing Soil Pile such as brill (punching is dug) hole pouring pile and first drilling again, because removing in setting up procedure
The soil body in hole, soil around pile are not acted on by exclusion, and may be moved into stake holes, reduce soil classifiction, pile side friction
Reduce, frictional force in side-pile is usually not enough.Part Squeezing Soil Pile such as cast-in-situ bored pile, H profile steel stake, open end steel pipe pile and open
Mouth prestressed concrete pipe pile etc..To pile peripheral earth slightly exclusion effect in the setting up procedure of stake, but the intensity lotus deformation of soil
Less, the exclusion power of soil is not strong for qualitative change.The for example solid prefabricated pile of Squeezing Soil Pile, the pile tube of lower end closed, timber and immersed tube
The soil body at stake position will be squeezed in hammering and vibration penetration process by bored concrete pile etc. in a large number to be opened, and makes soil structures serious disturbance
Destruction, the intensity and deformation properties impact on soil are larger.
Content of the invention
For above-mentioned problem, it is an object of the invention to provide many bar constructions are directly directly squeezed into ground by one kind
Under so that the soil property high temperature bricking around reinforcing bar, the assembled baking integrated pile of direct sintering pile main body and its using method.
The technical solution adopted for the present invention to solve the technical problems is：The assembled baking integrated pile includes that reinforcing bar is straight
Bar, enter ground conehead, stake top seat；The outer wrap of the reinforcing bar straight-bar has insulator, symmetrical centered on the section of the insulator
Figure；Stretch out insulator at the top of the reinforcing bar straight-bar, described enter ground conehead be that metal material makes tip cone shape directed downwardly
Shape, enters the bottom that ground conehead is assemblied in the reinforcing bar straight tube, and the stake top seat is horizontal tabular, vertically to the reinforcing bar that places
Straight-bar is distributed on the bottom of the stake top seat, the reinforcing bar straight-bar, insulator, enters the integrated module that ground conehead is constituted.
Preferably, the insulator is made using insulating ceramic materials.
Preferably, the vertical outer surface of the insulator is wave-like.
Preferably, the stake top seat is cylindrical shape, the bottom of the stake top seat is connected with seven reinforcing bar straight-bars,
A piece reinforcing bar straight-bar is located at below the stake top seat on axis, and remaining six roots of sensation reinforcing bar straight-bar is in the circumference of stake top seat axis
Uniformly.
A kind of described assembled toasts the assembling using method of integrated pile, it is characterised in that：Including following installation step：
First, by the reinforcing bar straight-bar, insulator, enter ground conehead constitute integrated module by pile driving equipment utilization enter bore
Knock in ground in the tip of head so that reinforcing bar straight-bar stretches out the end side of resting on the ground of insulator；Using pile driving equipment by two
The above integrated module squeezes into ground one by one according to rigging position corresponding with the stake top seat；
2nd, power supply is accessed in the upper end of reinforcing bar straight-bar so that pass through from reinforcing bar straight-bar top inflow current through reinforcing bar straight-bar
Underground is imported by ground conehead is entered, reinforcing bar straight-bar is passed through electric current and produces high temperature, and heat is penetrated into by insulator in the soil of outside,
Soil is toasted so that the scattered soil sintering of insulator exterior is integrated；
3rd, the stake top seat is connected as one with the plural reinforcing bar straight-bar top after step 2 sintering.
When step 2 operation is carried out, electric current is passed through simultaneously to all of reinforcing bar straight-bar in assembled baking integrated pile.
The beneficial effects of the present invention is：The assembled baking integrated pile is only needed to when driving piles will be straight for the reinforcing bar
Bar, insulator, enter ground conehead constitute integrated module be driven underground, then by electric current using the reinforcing bar straight-bar as heating tube
Surrounding soil is heated so that surrounding soil be sintered to one, this change similar to the process that soil is fired into brick,
The soil block on the outside of insulator can be caused to harden, at the same when multiple reinforcing bar straight-bars is carried out electrified regulation when, can make
Soil on the outside of each insulator is mutually sintered and is integrated；It is an entirety that multiple integrated module consolidations can so be caused,
Then whole pilework is combined to form with stake top seat.
The stake belongs to Squeezing Soil Pile, is only needed to the reinforcing bar straight-bar, insulator when driving piles, enters what ground conehead was constituted
Integrated module is driven underground, and is substantially reduced compared with integrated module diameter described in conventional piles, and piling process is more prone to.Simultaneously
The stake passes through in reinforcing bar straight-bar, enters and be passed through electric current and be sintered on ground conehead so that the soil around the integrated module is whole
Consolidation is integrated, and surrounding ground is far longer than traditional frictional force in side-pile to this support force.Therefore using this support
Stablizing effect more preferably, while the stake is just integrally formed after last sintering, can be transported by splitting, and make by early stage this transport
Must transport and be more prone to.In addition the amount of compression to soil is less, and the intensity lotus deformation of soil less will not be made to soil structures
Into disturbance destruction.
Description of the drawings
Fig. 1 is the structural representation that assembled toasts integrated pile frontal.
Fig. 2 is the structural representation that assembled toasts integrated pile overlook direction.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and examples：
As shown in embodiment in Fig. 1 and Fig. 2, this assembled baking integrated pile includes reinforcing bar straight-bar 1, enters ground conehead 2, stake top
Seat 3；The outer wrap of the reinforcing bar straight-bar 1 has insulator 4, symmetric figure centered on the section of the insulator 4；The reinforcing bar
Insulator 4 is stretched out at the top of straight-bar 1, described enter ground conehead 2 be that metal material makes tip vertebral body shape directed downwardly, enter ground conehead
2 bottoms for being assemblied in the reinforcing bar straight tube 1, the stake top seat 3 are horizontal tabular, vertically equal to the reinforcing bar straight-bar 1 that places
Cloth the reinforcing bar straight-bar 1, insulator 4, enters the integrated module that ground conehead 2 constitutes fixation in the bottom of the stake top 3.
In the present embodiment, the assembling using method of the assembled baking integrated pile includes following installation step：
First, by the reinforcing bar straight-bar 1, insulator 4, enter the ground integrated module that constitutes of conehead 2 and entered by pile driving equipment utilization
Knock in ground in the tip of ground conehead 2 so that reinforcing bar straight-bar 1 stretches out the end side of resting on the ground of insulator 4；Using pile driving equipment
The plural integrated module is squeezed into ground one by one according to 3 corresponding rigging position of the stake top seat；
2nd, power supply is accessed in the upper end of reinforcing bar straight-bar so that from 1 top inflow current of reinforcing bar straight-bar through reinforcing bar straight-bar 1
Underground is imported via ground conehead 2 is entered, reinforcing bar straight-bar 1 is passed through electric current and produces high temperature, and heat penetrates into the soil of outside by insulator 4
In earth, soil is toasted so that the soil sintering of 4 outer scattered of insulator is integrated；
3rd, the stake top seat 3 is connected as one with plural 1 top of reinforcing bar straight-bar after step 2 sintering
Body.
The assembled baking integrated pile is only needed to the reinforcing bar straight-bar 1, insulator 4 when driving piles, enters ground conehead 2
The integrated module of composition is driven underground, then the reinforcing bar straight-bar 1 is carried out as heating tube to surrounding soil by electric current plus
Heat so that surrounding soil is sintered to one, this change can cause insulator 4 similar to the process that soil is fired into brick
Outside soil block hardening, while when multiple reinforcing bar straight-bars 1 is carried out electrified regulation when, each insulator 4 can be caused
The soil in outside is mutually sintered and is integrated；It is an entirety that multiple integrated module consolidations can so be caused, then with stake top seat 3
Combine to form whole pilework.
When this integrated module is thrown in soil, traditional piling apparatus can be adopted using piling apparatus.Simultaneously
The stake belongs to Squeezing Soil Pile, is only needed to the reinforcing bar straight-bar 1, insulator 4 when driving piles, enters the one that ground conehead 2 is constituted
Module is driven underground, and is substantially reduced compared with integrated module diameter described in conventional piles, and the piling of so described integrated module is difficult
Degree is substantially reduced.Piling process is more prone to.The simultaneously stake passes through in reinforcing bar straight-bar 1, enters to be passed through electric current on ground conehead 2 and burnt
Knot so that all consolidation is integrated the soil around the integrated module, and surrounding ground is far longer than biography to this support force
The frictional force in side-pile of system.Therefore using this supporting ＆ stablizing effect more preferably, while the stake is just integrally formed after last sintering,
Early stage this transport can be transported by splitting so that transport is more prone to.In addition the amount of compression to soil is less, soil
The deformation of intensity lotus less, will not soil structures be caused with disturbance destruction.
In this embodiment, when step 2 operation is carried out, to all of reinforcing bar straight-bar 1 in assembled baking integrated pile
Electric current is passed through simultaneously.The soil on the outside of insulator 4 can so be caused while being sintered, when sintering process is together carried out, heat
Amount is not easy loss, and efficiency utilization rate is higher, while sinter simultaneously everywhere, can be complete by the soil around each integrated module
Turn to an entirety.
In this embodiment, the insulator 4 is made using insulating ceramic materials.The temperature resistant capability of insulating ceramics is very high,
The soil of surrounding can be heated to very high temperature, and be unlikely to deform, and corrosion resistance is also strong.Can be complete well
Into the sintering in heating process to soil.
As shown in figure 1, the vertical outer surface of the insulator 4 is wave-like.So around the insulator
Soil when being sintered, even if the edge of the insulator 4 will not be directly joined together with the soil after the sintering, work as institute
Stating 4 wave-like of insulator, that the soil for sintering is provided to integrated module is very high vertical to power.
The stake top seat 3 is cylindrical shape, and the bottom of the stake top seat 3 is connected with seven reinforcing bar straight-bars 1, an institute
Reinforcing bar straight-bar 1 is stated on 3 lower section axis of the stake top seat, remaining six roots of sensation reinforcing bar straight-bar 1 is equal in the circumference of 3 axis of stake top seat
Cloth.
Claims (5)
1. a kind of assembled toasts the using method of integrated pile, and the assembled baking integrated pile includes：Reinforcing bar straight-bar (1), enter
Ground conehead (2), stake top seat (3)；The outer wrap of reinforcing bar straight-bar (1) has insulator (4), the section of insulator (4)
Centered on symmetric figure；Stretch out insulator (4) at the top of reinforcing bar straight-bar (1), described enter ground conehead (2) be metal material system
Make tip cone shape directed downwardly, enter the bottom that ground conehead (2) is assemblied in reinforcing bar straight tube (1), described stake top seat (3) are water
Tabular, is vertically distributed on the bottom of stake top seat (3) to reinforcing bar straight-bar (1) that places, reinforcing bar straight-bar (1),
Insulator (4), the integrated module for entering ground conehead (2) composition fixation；It is characterized in that：Including following installation step：
First, by reinforcing bar straight-bar (1), insulator (4), enter ground conehead (2) integrated module that constitutes and utilized by pile driving equipment
Knock in ground in the tip for entering ground conehead (2) so that reinforcing bar straight-bar (1) stretches out the end side of resting on the ground of insulator (4)；Use
The plural integrated module is squeezed into ground according to rigging position corresponding with stake top seat (3) by pile driving equipment one by one
Face；
2nd, power supply is accessed in the upper end of reinforcing bar straight-bar so that from reinforcing bar straight-bar (1) top inflow current through reinforcing bar straight-bar (1)
Underground is imported via ground conehead (2) is entered, reinforcing bar straight-bar (1) is passed through electric current and produces high temperature, and heat penetrates into outer by insulator (4)
In the soil in portion, soil is toasted so that the soil sintering of insulator (4) outer scattered is integrated；
3rd, stake top seat (3) are connected as one with plural reinforcing bar straight-bar (1) top after step 2 sintering
Body.
2. using method according to claim 1, it is characterised in that：When step 2 operation is carried out, to all of reinforcing bar
Straight-bar (1) is while be passed through electric current.
3. using method according to claim 1, it is characterised in that：Described insulator (4) use insulating ceramic materials system
Make.
4. using method according to claim 1, it is characterised in that：The vertical outer surface of insulator (4) is
Wave-like.
5. using method according to claim 1, it is characterised in that：Described stake top seat (3) be cylindrical shape, the stake top
The bottom of seat (3) is connected with seven reinforcing bar straight-bar (1), and one described reinforcing bar straight-bar (1) is located at below stake top seat (3)
On axis, remaining six roots of sensation reinforcing bar straight-bar (1) is uniform in the circumference of stake top seat (3) axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510379428.6A CN104963335B (en) | 2015-06-27 | 2015-06-27 | Assembled baking integrated pile and its using method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510379428.6A CN104963335B (en) | 2015-06-27 | 2015-06-27 | Assembled baking integrated pile and its using method |
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| Publication Number | Publication Date |
|---|---|
| CN104963335A CN104963335A (en) | 2015-10-07 |
| CN104963335B true CN104963335B (en) | 2017-03-15 |
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| CN201510379428.6A Active CN104963335B (en) | 2015-06-27 | 2015-06-27 | Assembled baking integrated pile and its using method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042106B (en) * | 2019-12-09 | 2021-03-02 | 青海民族大学 | Collapse-preventing electric sintering support pile for collapsible loess foundation pit |
| CN113026718B (en) * | 2021-03-09 | 2022-05-17 | 浙江中正岩土技术有限公司 | Method for reinforcing soft soil at high temperature |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201520971U (en) * | 2009-08-31 | 2010-07-07 | 北京格物创道科技发明有限公司 | Foundation pile |
| CN101761070B (en) * | 2010-01-13 | 2012-10-17 | 浙江大东吴集团建设有限公司 | Brick pile structure |
| KR101324308B1 (en) * | 2011-11-15 | 2013-11-01 | 한혜영 | Heating consolidation method |
| CN103266602A (en) * | 2013-05-15 | 2013-08-28 | 南京工程学院 | Diameter-expanding pile for manual hole digging and construction method thereof |
| CN203891007U (en) * | 2014-04-16 | 2014-10-22 | 尚文涛 | Precast reinforced concrete hollow plum blossom pile |
| CN204982860U (en) * | 2015-06-27 | 2016-01-20 | 陈伟强 | Assembledly toast integrative stake and application method thereof |
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| CB03 | Change of inventor or designer information |
Inventor after: Guo Wei Inventor after: Zhu Songfeng Inventor after: Gao Dangzhi Inventor after: Zhao Dianjun Inventor after: Chang Xingming Inventor after: Deng Shaohui Inventor after: Liu Lei Inventor after: Ma Liupeng Inventor after: Zhao Weifen Inventor after: Gao Yong Inventor before: Chen Weiqiang |
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Effective date of registration: 20170206 Address after: 475400 Henan province city street Tongxu County Chengguan Town Hospital No. 1 Applicant after: Guo Wei Applicant after: Zhu Songfeng Applicant after: Gao Dangzhi Applicant after: Zhao Dianjun Applicant after: Chang Xingming Applicant after: Deng Shaohui Applicant after: Liu Lei Applicant after: Ma Liupeng Applicant after: Zhao Weifen Applicant after: Gao Yong Address before: Ouhai Newbridge street 325006 Zhejiang city of Wenzhou province Xining alley No. 29 Applicant before: Chen Weiqiang |
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Effective date of registration: 20201218 Address after: 23 Xichang street, Huai'an District, Huai'an City, Jiangsu Province Patentee after: Huaian District comprehensive inspection and testing center of Huai'an City Address before: 475400 No.1, hospital front street, Chengguan Town, Tongxu County, Kaifeng City, Henan Province Patentee before: Guo Wei Patentee before: Zhu Songfeng Patentee before: Gao Dangzhi Patentee before: Zhao Dianjun Patentee before: Chang Xingming Patentee before: Deng Shaohui Patentee before: Liu Lei Patentee before: Ma Liupeng Patentee before: Zhao Weifen Patentee before: Gao Yong |
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Application publication date: 20151007 Assignee: Huai'an Chengyuan Textile Co.,Ltd. Assignor: Huaian District comprehensive inspection and testing center of Huai'an City Contract record no.: X2024980006995 Denomination of invention: Assembled baking integrated pile and its usage method Granted publication date: 20170315 License type: Common License Record date: 20240612 |
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Application publication date: 20151007 Assignee: Huaian Xiangyun Rice Industry Co.,Ltd. Assignor: Huaian District comprehensive inspection and testing center of Huai'an City Contract record no.: X2024980009301 Denomination of invention: Assembled baking integrated pile and its usage method Granted publication date: 20170315 License type: Common License Record date: 20240710 |
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