CN202718087U - Post-grouting hollow rounded triangular pile - Google Patents
Post-grouting hollow rounded triangular pile Download PDFInfo
- Publication number
- CN202718087U CN202718087U CN 201220287224 CN201220287224U CN202718087U CN 202718087 U CN202718087 U CN 202718087U CN 201220287224 CN201220287224 CN 201220287224 CN 201220287224 U CN201220287224 U CN 201220287224U CN 202718087 U CN202718087 U CN 202718087U
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- pile
- hollow
- grouting
- fillet
- triangular pile
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Abstract
The utility model relates to a post-grouting hollow rounded triangular pile, wherein a central through hole which penetrates through the entire post-grouting hollow rounded triangular pile is formed along the longitudinal axis of the post-grouting hollow rounded triangular pile; the inner circumferential cross section of the post-grouting hollow rounded triangular pile is circular; the outer circumferential cross section of the post-grouting hollow rounded triangular pile is in the shape of a rounded triangle; the geometric size of the inner circumferential section of the post-grouting hollow rounded triangular pile along the entire longitudinal axis is the same, and the geometric size of the outer circumferential section is also the same; main reinforcements and hooping surrounding the main reinforcements extend along the length direction of the post-grouting hollow rounded triangular pile; the number of the main reinforcements is three; the three main reinforcements are positioned at three rounded corners of the rounded triangular hollow pile; the main reinforcements are non-prestressed main reinforcements; and grouting pipes are buried in the three sides of the rounded triangular hollow pile.
Description
Technical field
The utility model belongs to building field, relates to the improvement of foundation pile shape and structure in the building field, is the hollow fillet triangular pile of a kind of grouting behind shaft or drift lining specifically.
Background technology
The building materials of foundation pile engineering are more on market, if any pile tube, all kinds of square pile, castinplace pile, drilled pile etc.These pilings mainly are divided into non-prestressed member and prestressed member two large classes.The prestressed member piling comprises, pile tube, centrifugal prestress square pile etc.Their shortcoming is, often fragility is larger, and is shorter from the cracking to the time to rupture, and pile body ductility is relatively poor, causes the moment building collapsing when earthquake occurs, and makes that personnel do not have the sufficient time escape in the building.
Existing concrete prefabricated units cross section is various, and many on the market is square and circular cross-section, and when conduct carrying effect member, its maximum purpose is to improve the pile body bearing capacity that unit materials can provide, thereby economical with materials reduces cost.The very large characteristics of preformed pile are a side and soil interaction, utilize the frictional force between stake and the soil to improve pile body bearing capacity.
Circular cross-section relatively and section ratio surface area less, therefore pile tube does not take advantage aspect the stake side-friction force improving; Square pile and soil body frictional force are larger, and the bearing capacity ratio pile tube is good, but solid square pile is heavy, feed consumption is many; Hollow square pile combines the advantage of pile tube and square pile preferably, and outer cross section is square, and interior cross section is circular, can improve a side-friction force comparatively speaking, but its cross section concrete thickness differs, and the frictional force of unit volume material also is not fully exerted.
The existing concrete prefabricated units, after pile sinking was finished, pile body itself did not contact with the soil body very and fits, and often needed the supporting capacity of the stop time competence exertion stake grown itself, and stake with between be connected relatively poor.
The utility model content
For the problems referred to above, main purpose of the present utility model is to provide in a kind of building that loss is few, material-saving, from the hollow fillet triangular pile of the grouting behind shaft or drift lining of heavy and light.
The utility model solves above-mentioned technical problem by following technical proposals: the hollow fillet triangular pile of a kind of grouting behind shaft or drift lining, described fillet triangle hollow pile y direction is provided with the central through hole that runs through whole fillet triangle hollow pile, interior all cross sections of described fillet triangle hollow pile are circular, the periphery cross section of described fillet triangle hollow pile is the fillet triangle, described fillet triangle hollow pile is identical in interior all cross section geometry of whole y direction, the peripheral cross-section physical dimension is also identical, described fillet triangle hollow pile length direction is extended with main muscle and spiral around the stirrup of described main muscle, described main muscle has three, described three main muscle are positioned on three fillets of fillet triangle hollow pile, and described main muscle is non-prestressed main muscle.
Positive progressive effect of the present utility model is: the hollow fillet triangular pile of the grouting behind shaft or drift lining that the utility model provides has the following advantages:
(1), the grouting behind shaft or drift lining pre-stress hollow fillet triangular pile that provides of the utility model, built-in slip casting pipe in the pile body forming process behind pile foundation construction, carries out grouting process, from but the soil body fully contact with pile body.On the one hand the soil body is fully contacted with pile body, higher pile body bearing capacity was provided before the soil body stops, simultaneously, slip casting is reinforced the soil body, also can increase pile body bearing capacity, strengthen simultaneously stake with between be connected.
(2), the hollow fillet triangular pile of grouting behind shaft or drift lining that provides of the utility model, week is circular in its cross section, interior week is the fillet triangle, effectively raise the specific area of material, can make unit materials have larger surface area, thereby the stake side-friction force of raising preformed pile is to improve bearing capacity of single pile.
(3), the hollow fillet triangular pile of grouting behind shaft or drift lining that provides of the utility model, week is circle in its cross section, interior week is the fillet triangle, its corner is stress and eliminates circular arc, so the present invention's corner in the pile body moulding is easy to moulding, can effectively improve the pile rate.
(4), the hollow fillet triangular pile of grouting behind shaft or drift lining that provides of the utility model, week is circle in its cross section, interior week is the fillet triangle, its corner is stress and eliminates circular arc, so the present invention's corner in the pile body moulding is easy to moulding, can effectively improve product pile rate.
(5), the hollow fillet triangular pile of grouting behind shaft or drift lining that provides of the utility model, week is circle in its cross section, interior week is the fillet triangle, its corner is stress and eliminates circular arc, so the present invention can effectively eliminate stress concentrated, can effectively improve construction pile rate in the pile foundation construction process.
(6), the hollow fillet triangular pile of grouting behind shaft or drift lining that provides of the utility model, week be circle in its cross section, interior week is the fillet triangle, its corner is stress elimination circular arc; Main muscle layout triangular in shape, on structure, master's muscle of the present invention is rationally distributed, reinforcing cage in the shape of a spiral stirrup to be welded, make production pile ductility good, become that pile capacity is large, the bending resistance shear behavior is good, shock resistance is strong.
Description of drawings
Fig. 1 is stereogram of the present utility model;
Fig. 2 is top view of the present utility model.
The specific embodiment
Provide the utility model preferred embodiment below in conjunction with accompanying drawing, to describe the technical solution of the utility model in detail.
Fig. 1 is stereogram of the present utility model, Fig. 2 is top view of the present utility model, as illustrated in fig. 1 and 2: the hollow fillet triangular pile of grouting behind shaft or drift lining y direction is provided with the central through hole 5 that runs through the hollow fillet triangular pile of whole grouting behind shaft or drift lining, interior all cross sections of the hollow fillet triangular pile of described grouting behind shaft or drift lining are circular, the periphery cross section of the hollow fillet triangular pile of described grouting behind shaft or drift lining is the fillet triangle, the hollow fillet triangular pile of described grouting behind shaft or drift lining is identical in interior all cross section geometry of whole y direction, the peripheral cross-section physical dimension is also identical, the hollow fillet triangular pile of described grouting behind shaft or drift lining length direction is extended with main muscle and spiral around the stirrup 3 of described main muscle 1, described main muscle 1 has three, described three main muscle are positioned on three fillets of fillet triangle hollow pile, described main muscle 1 is non-prestressed main muscle, be embedded with Grouting Pipe 1 ' on three limits of fillet triangle hollow pile, described Grouting Pipe 1 ' is positioned on the mid point on three limits of triangular pile.
The cross section of the hollow fillet triangular pile of grouting behind shaft or drift lining is the fillet triangle, and the large I of indication fillet 4 suitably changes, and all belongs to the utility model protection domain.
Be the fillet triangle in cross section of the present utility model; outside concrete 2 protective layer thickness in the indication member; the large I of m and n shown in the accompanying drawing 1 is suitably changing, and the size of stirrup spacing a also can suitably change simultaneously, all belongs to the utility model protection domain.
The fillet triangle hollow pile that the utility model provides, week is circular in its cross section, and interior week is the fillet triangle, effectively raises the specific area of material, can make unit materials have larger surface area, thereby the stake side-friction force of raising preformed pile is to improve bearing capacity of single pile.
Week is circular in the fillet triangle hollow pile that the utility model provides, its cross section, and periphery is the fillet triangle, and its corner is stress and eliminates circular arc, so the utility model corner in the pile body moulding is easy to moulding, can effectively improve the pile rate.
Week is circular in the fillet triangle hollow pile that the utility model provides, its cross section, and periphery is the fillet triangle, and its corner is stress and eliminates circular arc, so the utility model corner in the pile body moulding is easy to moulding, can effectively improve product pile rate.
Week is circular in the fillet triangle hollow pile that the utility model provides, its cross section, and periphery is the fillet triangle, its corner is stress and eliminates circular arc, so the utility model can effectively eliminate stress concentrated, can effectively improve construction pile rate in the pile foundation construction process.
Week is circular in the fillet triangle hollow pile that the utility model provides, its cross section, and periphery is the fillet triangle, and its corner is stress and eliminates circular arc; Main muscle layout triangular in shape, on structure, the utility model master muscle is rationally distributed, reinforcing cage in the shape of a spiral stirrup to be welded, make production pile ductility good, become that pile capacity is large, the bending resistance shear behavior is good, shock resistance is strong.
Week is circular in the fillet triangle hollow pile that the utility model provides, its cross section, and periphery is the fillet triangle, and its corner is stress and eliminates circular arc; Main muscle layout triangular in shape, on structure, the utility model master muscle is rationally distributed, reinforcing cage in the shape of a spiral stirrup effectively raise the globality of pile body to be welded, bearing capacity of single pile is large behind the construction pile, the bending resistance shear behavior is good, shock resistance is strong.
Above demonstration and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in above-described embodiment and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications; these changes and improvements all fall in claimed the utility model scope, and the claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (2)
1. hollow fillet triangular pile of grouting behind shaft or drift lining, it is characterized in that: the hollow fillet triangular pile of described grouting behind shaft or drift lining y direction is provided with the central through hole that runs through the hollow fillet triangular pile of whole grouting behind shaft or drift lining, interior all cross sections of the hollow fillet triangular pile of described grouting behind shaft or drift lining are circular, the periphery cross section of the hollow fillet triangular pile of described grouting behind shaft or drift lining is the fillet triangle, the hollow fillet triangular pile of described grouting behind shaft or drift lining is identical in interior all cross section geometry of whole y direction, the peripheral cross-section physical dimension is also identical, the hollow fillet triangular pile of described grouting behind shaft or drift lining length direction is extended with main muscle and spiral around the stirrup of described main muscle, described main muscle has three, described three main muscle are positioned on three fillets of fillet triangle hollow pile, described main muscle is non-prestressed main muscle, is embedded with Grouting Pipe on three limits of fillet triangle hollow pile.
2. the hollow fillet triangular pile of grouting behind shaft or drift lining according to claim 1 is characterized in that: described Grouting Pipe is positioned on the mid point on three limits of triangular pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220287224 CN202718087U (en) | 2012-06-18 | 2012-06-18 | Post-grouting hollow rounded triangular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220287224 CN202718087U (en) | 2012-06-18 | 2012-06-18 | Post-grouting hollow rounded triangular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202718087U true CN202718087U (en) | 2013-02-06 |
Family
ID=47619913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220287224 Expired - Fee Related CN202718087U (en) | 2012-06-18 | 2012-06-18 | Post-grouting hollow rounded triangular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202718087U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592587A (en) * | 2017-02-07 | 2017-04-26 | 江苏兴厦建设工程集团有限公司 | Prefabricated PHC tube pile |
-
2012
- 2012-06-18 CN CN 201220287224 patent/CN202718087U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592587A (en) * | 2017-02-07 | 2017-04-26 | 江苏兴厦建设工程集团有限公司 | Prefabricated PHC tube pile |
| CN106592587B (en) * | 2017-02-07 | 2019-02-01 | 江苏兴厦建设工程集团有限公司 | A kind of prefabricated PHC tubular pole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI JINSHAN ZHONGJI PILE INDUSTRIAL CO., LTD. Free format text: FORMER OWNER: SHANGHAI ZHONGJI PILE INDUSTRY CO., LTD. Effective date: 20140130 |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 200434 HONGKOU, SHANGHAI TO: 200082 HONGKOU, SHANGHAI |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20140130 Address after: 200082, room 3, building 201, 107 Mount Holyoke Road, Shanghai, Hongkou District Patentee after: Shanghai Jinshan Pile Technology Industry Co. Ltd. Address before: 200434, 4, 2 building, 437 Guang Yue Road, Shanghai, Hongkou District Patentee before: Shanghai Zhongji Pile Industry Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130206 Termination date: 20180618 |