CN104963335A - Assembly type roasting and baking integral pile and use method thereof - Google Patents
Assembly type roasting and baking integral pile and use method thereof Download PDFInfo
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- CN104963335A CN104963335A CN201510379428.6A CN201510379428A CN104963335A CN 104963335 A CN104963335 A CN 104963335A CN 201510379428 A CN201510379428 A CN 201510379428A CN 104963335 A CN104963335 A CN 104963335A
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- reinforcing bar
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Abstract
The invention provides an assembly type roasting and baking integral pile. The pile comprises rebar straight rods, ground entering conical heads and a pile top base. Each rebar straight rod is wrapped with an insulator with the section being in a centrosymmetric shape. The tops of the rebar straight rods extend out of the insulators. Each ground entering conical head is in a cone shape with the tip downward and is made of metal. The ground entering conical heads are assembled on the lower portions of the rebar straight rods. The pile top base is in a horizontal plate shape. The vertical rebar straight rods are evenly distributed on the lower portion of the pile top base. The pile is a soil compaction pile. During piling, people only need to knock an integral module composed of the rebar straight rods, the insulators and the ground entering conical heads into the ground, and the piling process is simpler. Meanwhile, the pile is completely consolidated into a whole through sintering, so that the supporting and stabilizing effects are better. Besides, the extrusion amount of the pile on soil is small, strength and deformation of the soil are little, and disturbance damage can not happen to a soil structure.
Description
Art
The invention belongs to building structure technology field, especially relate to a kind of assembly type baking integrated pile and using method thereof.
Background technology
Building be people in order to meet social life needs, utilize the material technology means grasped, and use the man-made environment that certain scientific law, geomantic omen theory and aesthetic principle are created.When building building, in order to make building more firm, especially some highrise buildings, need to drive piles on the ground, stake can allow most of weight of building pass to the very dark position of below ground, make the ground of this position more much bigger than ground ability to bear, what make building in stake to build like this is higher, builds more firm stable.The stake of present use is generally reinforced concrete structure, can be divided into various different kind according to different sorting techniques, wherein by stake arrange effect classification can be divided into non-Squeezing Soil Pile, part Squeezing Soil Pile, Squeezing Soil Pile.
Non-Squeezing Soil Pile is as the preformed pile boring (rush or dig) hole pouring pile and squeeze into again after first holing, because of the soil body in cleaning hole in setting up procedure, soil around pile does not act on by exclusion, and may move in stake holes, soil classifiction is reduced, pile side friction reduces to some extent, and frictional force in side-pile is usually not enough.Part Squeezing Soil Pile is as cast-in-situ bored pile, H profile steel stake, open end steel pipe pile and opening prestressed concrete pipe pile etc.To pile peripheral earth slightly exclusion effect in the setting up procedure of stake, but the change of the intensity lotus deformation properties of soil is little, and the exclusion power of soil is not strong.The soil body at stake position place all will squeeze out in a large number by Squeezing Soil Pile such as the pile tube of solid preformed pile, lower end closed, timber and tube-sinking cast-in-situ pile etc. in hammering and vibration penetration process, soil structures serious disturbance is destroyed, larger to the strength and deformation characteristics influence of soil.
Summary of the invention
For above-mentioned problem, the object of the present invention is to provide one to be directly directly driven underground by many bar constructions, make the soil property high temperature bricking around reinforcing bar, the assembly type baking integrated pile of direct sintering pile main body and using method thereof.
The technical solution adopted for the present invention to solve the technical problems is: this assembly type baking integrated pile comprises reinforcing bar straight-bar, enters ground conehead, stake footstock; The outer wrap of described reinforcing bar straight-bar has isolator, symmetric figure centered by the cross section of described isolator; Isolator is stretched out at the top of described reinforcing bar straight-bar, described enter ground conehead be metal material make sharp catotropic centrum shape, enter the bottom that ground conehead is assemblied in described reinforcing bar straight tube, described stake footstock is horizontal tabular, vertically be distributed on the bottom of described stake footstock to the described reinforcing bar straight-bar placed, described reinforcing bar straight-bar, isolator, enter the integrated module that ground conehead forms.
As preferably, described isolator uses insulating ceramic materials to make.
As preferably, the vertical external surface of described isolator is wave-like.
As preferably, described stake footstock is cylindrical shape, and the bottom of described stake footstock is connected with seven described reinforcing bar straight-bars, and a described reinforcing bar straight-bar is positioned at below described stake footstock on axis, and all the other six roots of sensation reinforcing bar straight-bars are along uniform in the circumference of stake footstock axis.
An assembling using method for described assembly type baking integrated pile, is characterized in that: comprise following installation step:
One, by described reinforcing bar straight-bar, isolator, enter ground conehead form integrated module by pile driving equipment utilize into ground conehead tip knock in ground, make reinforcing bar straight-bar stretch out the end side of resting on the ground of isolator; Use pile driving equipment that plural described integrated module is squeezed into ground one by one according to the rigging position corresponding with described stake footstock;
Two, at the upper end of reinforcing bar straight-bar access power supply, make to import underground through reinforcing bar straight-bar via entering ground conehead from reinforcing bar straight-bar top inflow current, reinforcing bar straight-bar passes into electric current and produces high temperature, heat penetrates in outside soil by isolator, toast soil, the soil that insulator exterior is disperseed is sintered to one;
Three, described stake footstock and the plural reinforcing bar straight-bar top after step 2 sinters are connected as one.
When carrying out step 2 operation, electric current is passed into all reinforcing bar straight-bars in this assembly type baking integrated pile simultaneously.
Beneficial effect of the present invention is: this assembly type baking integrated pile only need when driving piles by described reinforcing bar straight-bar, isolator, enter ground conehead form integrated module be driven underground, then by electric current, described reinforcing bar straight-bar is heated as heating tube surrounding soil, surrounding soil is made to be sintered to one, this change is similar to process soil being fired into brick, the soil block outside isolator can be made to harden, simultaneously when multiple described reinforcing bar straight-bars is carried out electrified regulation time, can make the soil outside each isolator be mutually sintered to one; Multiple integrated module consolidation can be made so as a whole, be then combined with stake footstock and form whole pilework.
This stake belongs to Squeezing Soil Pile, only need when driving piles by described reinforcing bar straight-bar, isolator, enter ground conehead form integrated module be driven underground, greatly reduce compared with integrated module diameter described in conventional piles, piling process is more prone to.This stake simultaneously by reinforcing bar straight-bar, enter on ground conehead to pass into electric current and sinter, the whole consolidation of the soil around this integrated module is integrated, and the support force of surrounding ground to this is far longer than traditional frictional force in side-pile.Therefore use this supporting & stablizing better effects if, this stake simultaneously is integrated after in the end sintering, and early stage, this transport can, by splitting transport, make transport be more prone to.This is less to the amount of compression of soil in addition, and the intensity lotus distortion of soil is little, disturbance will be caused to destroy to soil structures.
Accompanying drawing explanation
Fig. 1 is the structural representation of assembly type baking integrated pile frontal.
Fig. 2 is the structural representation that assembly type baking integrated pile overlooks direction.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further described:
As shown in embodiment in Fig. 1 and Fig. 2, this assembly type baking integrated pile comprises reinforcing bar straight-bar 1, enters ground conehead 2, stake footstock 3; The outer wrap of described reinforcing bar straight-bar 1 has isolator 4, symmetric figure centered by the cross section of described isolator 4; Isolator 4 is stretched out at the top of described reinforcing bar straight-bar 1, described enter ground conehead 2 for metal material making sharp catotropic centrum shape, enter the bottom that ground conehead 2 is assemblied in described reinforcing bar straight tube 1, described stake footstock 3 is horizontal tabular, vertically be distributed on to the described reinforcing bar straight-bar 1 placed the bottom that described stake pushes up 3, described reinforcing bar straight-bar 1, isolator 4, enter ground conehead 2 and form fixing integrated module.
In the present embodiment, the assembling using method of described assembly type baking integrated pile comprises following installation step:
One, by described reinforcing bar straight-bar 1, isolator 4, enter the ground integrated module that forms of conehead 2 and utilize the tip into ground conehead 2 to knock in ground by pile driving equipment, make reinforcing bar straight-bar 1 stretch out the end side of resting on the ground of isolator 4; Use pile driving equipment that plural described integrated module is squeezed into ground one by one according to the rigging position corresponding with described stake footstock 3;
Two, at the upper end of reinforcing bar straight-bar access power supply, make to import underground through reinforcing bar straight-bar 1 via entering ground conehead 2 from reinforcing bar straight-bar 1 top inflow current, reinforcing bar straight-bar 1 passes into electric current and produces high temperature, heat penetrates in outside soil by isolator 4, soil is toasted, makes the soil of isolator 4 outer scattered be sintered to one;
Three, described stake footstock 3 is connected as one with plural reinforcing bar straight-bar 1 top after step 2 sinters.
This assembly type baking integrated pile only needing described reinforcing bar straight-bar 1, isolator 4 when driving piles, entering the ground integrated module that forms of conehead 2 and be driven underground, then by electric current, described reinforcing bar straight-bar 1 is heated as heating tube surrounding soil, surrounding soil is made to be sintered to one, this change is similar to process soil being fired into brick, the soil block outside isolator 4 can be made to harden, simultaneously when multiple described reinforcing bar straight-bars 1 is carried out electrified regulation time, can make the soil outside each isolator 4 be mutually sintered to one; Multiple integrated module consolidation can be made so as a whole, be then combined with stake footstock 3 and form whole pilework.
When this integrated module is thrown in soil, use piling apparatus can adopt traditional piling apparatus.This stake simultaneously belongs to Squeezing Soil Pile, only needing described reinforcing bar straight-bar 1, isolator 4 when driving piles, entering the ground integrated module that forms of conehead 2 and be driven underground, greatly reduce compared with integrated module diameter described in conventional piles, the piling difficulty of described like this integrated module reduces greatly.Piling process is more prone to.This stake simultaneously by reinforcing bar straight-bar 1, enter on ground conehead 2 to pass into electric current and sinter, the whole consolidation of the soil around this integrated module is integrated, and the support force of surrounding ground to this is far longer than traditional frictional force in side-pile.Therefore use this supporting & stablizing better effects if, this stake simultaneously is integrated after in the end sintering, and early stage, this transport can, by splitting transport, make transport be more prone to.This is less to the amount of compression of soil in addition, and the intensity lotus distortion of soil is little, disturbance will be caused to destroy to soil structures.
In this embodiment, when carrying out step 2 operation, electric current is passed into all reinforcing bar straight-bars 1 in this assembly type baking integrated pile simultaneously.The soil outside isolator 4 can be made like this to sinter, and when sintering process is together carried out, heat is not easy loss, and efficiency utilization rate is higher simultaneously, and sinter everywhere, change that can be complete by the soil around each integrated module is as a whole simultaneously simultaneously.
In this embodiment, described isolator 4 uses insulating ceramic materials to make.The temperature resistant capability of insulating ceramics is very high, the soil of surrounding can be heated to very high temperature, and not yielding, and corrosion resistance is also strong.The sintering to soil in heating process can be completed well.
As shown in Figure 1, the vertical external surface of described isolator 4 is wave-like.When soil like this around described isolator is sintered, even if the soil after the edge of described isolator 4 and described sintering can not directly combine, when described isolator 4 wave-like makes the soil that sinters can provide very high vertical to power to integrated module.
Described stake footstock 3 is cylindrical shape, and the bottom of described stake footstock 3 is connected with seven described reinforcing bar straight-bars, 1, described reinforcing bar straight-bar 1 and is positioned at below described stake footstock 3 on axis, and all the other six roots of sensation reinforcing bar straight-bars 1 are along uniform in the circumference of stake footstock 3 axis.
Claims (6)
1. an assembly type baking integrated pile, it comprises reinforcing bar straight-bar (1), enters ground conehead (2), stake footstock (3); It is characterized in that: the outer wrap of described reinforcing bar straight-bar (1) has isolator (4), symmetric figure centered by the cross section of described isolator (4); Isolator (4) is stretched out at the top of described reinforcing bar straight-bar (1), described enter ground conehead (2) be metal material make sharp catotropic centrum shape, enter the bottom that ground conehead (2) is assemblied in described reinforcing bar straight tube (1), described stake footstock (3) is horizontal tabular, vertically be distributed on the bottom of described stake top (3) seat to the described reinforcing bar straight-bar (1) of placing, described reinforcing bar straight-bar (1), isolator (4), enter ground conehead (2) and form fixing integrated module.
2. assembly type baking integrated pile according to claim 1, is characterized in that: described isolator (4) uses insulating ceramic materials to make.
3. assembly type baking integrated pile according to claim 1, is characterized in that: the vertical external surface of described isolator (4) is wave-like.
4. assembly type baking integrated pile according to claim 1, it is characterized in that: described stake footstock (3) is cylindrical shape, the bottom of described stake footstock (3) is connected with seven described reinforcing bar straight-bars (1), a described reinforcing bar straight-bar (1) is positioned on the axis of described stake footstock (3) below, and all the other six roots of sensation reinforcing bar straight-bars (1) are along uniform in the circumference of stake footstock (3) axis.
5. assembly type toasts an assembling using method for integrated pile according to claim 1, it is characterized in that: comprise following installation step:
One, by described reinforcing bar straight-bar (1), isolator (4), enter ground conehead (2) integrated module that forms and utilize the tip into ground conehead (2) to knock in ground by pile driving equipment, make reinforcing bar straight-bar (1) stretch out the end side of resting on the ground of isolator (4); Use pile driving equipment that plural described integrated module is squeezed into ground one by one according to the rigging position corresponding with described stake footstock (3);
Two, at the upper end of reinforcing bar straight-bar access power supply, make to import underground through reinforcing bar straight-bar (1) via entering ground conehead (2) from reinforcing bar straight-bar (1) top inflow current, reinforcing bar straight-bar (1) passes into electric current and produces high temperature, heat penetrates in outside soil by isolator (4), soil is toasted, makes the soil of isolator (4) outer scattered be sintered to one;
Three, described stake footstock (3) and plural reinforcing bar straight-bar (1) top after step 2 sinters are connected as one.
6. assembly type baking integrated pile according to claim 5, is characterized in that: when carrying out step 2 operation, passes into electric current to all reinforcing bar straight-bars (1) in this assembly type baking integrated pile simultaneously.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510379428.6A CN104963335B (en) | 2015-06-27 | 2015-06-27 | Assembled baking integrated pile and its using method |
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| CN201510379428.6A CN104963335B (en) | 2015-06-27 | 2015-06-27 | Assembled baking integrated pile and its using method |
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| CN104963335A true CN104963335A (en) | 2015-10-07 |
| CN104963335B CN104963335B (en) | 2017-03-15 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042106A (en) * | 2019-12-09 | 2020-04-21 | 青海民族大学 | Collapse-preventing electric sintering support pile for collapsible loess foundation pit |
| CN113026718A (en) * | 2021-03-09 | 2021-06-25 | 浙江中正岩土技术有限公司 | Method for reinforcing soft soil at high temperature |
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| CN201520971U (en) * | 2009-08-31 | 2010-07-07 | 北京格物创道科技发明有限公司 | Foundation pile |
| KR20130053563A (en) * | 2011-11-15 | 2013-05-24 | 한혜영 | Heating consolidation method and equipment for soft ground |
| 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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2015
- 2015-06-27 CN CN201510379428.6A patent/CN104963335B/en active Active
Patent Citations (6)
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| CN201520971U (en) * | 2009-08-31 | 2010-07-07 | 北京格物创道科技发明有限公司 | Foundation pile |
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| KR20130053563A (en) * | 2011-11-15 | 2013-05-24 | 한혜영 | Heating consolidation method and equipment for soft ground |
| 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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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111042106A (en) * | 2019-12-09 | 2020-04-21 | 青海民族大学 | Collapse-preventing electric sintering support pile for collapsible loess foundation pit |
| 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 |
| CN113026718A (en) * | 2021-03-09 | 2021-06-25 | 浙江中正岩土技术有限公司 | Method for reinforcing soft soil at high temperature |
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| CN104963335B (en) | 2017-03-15 |
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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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