CN204608763U - A kind of screw-in prefabricated tubular pile - Google Patents

A kind of screw-in prefabricated tubular pile Download PDF

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Publication number
CN204608763U
CN204608763U CN201520233283.4U CN201520233283U CN204608763U CN 204608763 U CN204608763 U CN 204608763U CN 201520233283 U CN201520233283 U CN 201520233283U CN 204608763 U CN204608763 U CN 204608763U
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CN
China
Prior art keywords
pile
pile body
screw
truncated cone
shaped structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520233283.4U
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Chinese (zh)
Inventor
梁军起
梁静
王瑛迪
周宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Triumphant Implementation Management Advisory Co Ltd In Shanghai Three
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Triumphant Implementation Management Advisory Co Ltd In Shanghai Three
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Priority to CN201520233283.4U priority Critical patent/CN204608763U/en
Application granted granted Critical
Publication of CN204608763U publication Critical patent/CN204608763U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of screw-in prefabricated tubular pile, comprise pile body, pile body has the hollow structure for filling wadding weft variation, and the top of hollow structure is truncated cone-shaped structure, is cylindrical structural below it, the aperture of described truncated cone-shaped structure is large from little change from top to bottom, the lower end of pile body is connected with the pile top of taper type, and the lower end of described pile top is provided with a rod iron, rod iron has two spirality groovings, grooving is provided with several cutting blades, and cutting blade joins end to end stepped.The aperture of the truncated cone-shaped structure of the hollow structure of the utility model pile is large from little change from top to bottom, thus the conjugation added between wadding weft variation and pile body, improve the resistance to tension of wadding weft variation, on the other hand, pile top and rod iron is connected successively below pile body, even if in the region that soil property is comparatively hard, can pile body can being screwed in sub-surface when applying little pressure, simplifying construction process.

Description

A kind of screw-in prefabricated tubular pile
Technical field
The utility model relates to the realm of building construction, and specifically, the utility model relates to a kind of screw-in prefabricated tubular pile.
Background technology
China coast city, the preformed pile that the building such as construction industry factory building, civilian construction and bridge, power station, harbour, warehouse uses is in the process of press-in sub-surface, easily make pile body inclining or cause pile body to fracture, impaired, increase construction cost, the region that particularly soil property is comparatively hard, pile body press-in sub-surface is comparatively difficult, bury hidden danger to the basis of building, in addition, because Prefabricated hollow pile is made by centrifuging process, inwall smoother, the adhesion strength between wadding weft variation and hollow pile inwall is low, and wadding weft variation is easily pulled up.For the problems referred to above, those skilled in the art need badly provides a kind of screw-in prefabricated tubular pile, not only can increase the frictional force of filling out between heart concrete and pile body, is convenient to pile body press-in sub-surface simultaneously.
Utility model content
In order to solve the problem of prior art, the utility model provides a kind of screw-in prefabricated tubular pile, not only can increase the frictional force of filling out between heart concrete and pile body, is convenient to pile body press-in sub-surface simultaneously.
The utility model patent provides a kind of screw-in prefabricated tubular pile, comprise pile body, described pile body has the hollow structure for filling wadding weft variation, the top of described hollow structure is truncated cone-shaped structure, it is cylindrical structural below it, the aperture of described truncated cone-shaped structure is large from little change from top to bottom, the lower end of described pile body is connected with the pile top of taper type, the lower end of described pile top is provided with a rod iron, described rod iron have two spirality groovings, described grooving is provided with several cutting blades, and described cutting blade joins end to end stepped.
Preferably, described cutting blade and described grooving perpendicular.
Preferably, the sidewall of described truncated cone-shaped structure and/or cylindrical structural has the matsurface of increasing friction force.
Preferably, described rod iron surface has the frosted layer for increasing frictional force.
Preferably, the top of described pile body is provided with bearing plate.
Preferably, described truncated cone-shaped structure and the length of described cylindrical structural are than being 1:1.
The beneficial effect that the technical scheme that the utility model provides is brought is: the aperture of the truncated cone-shaped structure of the hollow structure of the utility model pile is large from little change from top to bottom, thus the conjugation added between wadding weft variation and pile body, improve the resistance to tension of wadding weft variation, on the other hand, pile top and rod iron is connected successively below pile body, even if in the region that soil property is comparatively hard, can pile body can be screwed in sub-surface when applying little pressure, expand the scope of application of preformed pile, simplify construction process, the utility model substantially increases the anchoring property between wadding weft variation and pile body, efficiently pile body can be pressed into sub-surface simultaneously, structure is simple, convenient and swift, be applicable to promoting the use of.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model patent, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the screw-in prefabricated tubular pile that the utility model provides.
[in figure Reference numeral]:
10. pile body, 20. hollow structures, 30. truncated cone-shaped structures, 40. cylindrical structurals, 50. pile tops, 60. rod irons, 70. groovings, 80. cutting blades, 90. bearing plates.
Detailed description of the invention
For making content of the present utility model clearly understandable, below in conjunction with Figure of description, content of the present utility model is described further.Certain the utility model is not limited to this specific embodiment, and the general replacement known by those skilled in the art is also encompassed in protection domain of the present utility model.Secondly, the utility model detailed statement that utilized schematic diagram to carry out, when describing the utility model example in detail, for convenience of explanation, schematic diagram, should in this, as to restriction of the present utility model not according to general ratio partial enlargement.
Above-mentioned and other technical characteristic and beneficial effect, will in conjunction with the embodiments and accompanying drawing static pressure pipe pile of the present utility model is described in detail.As shown in the figure, Fig. 1 is the structural representation of the screw-in prefabricated tubular pile that the utility model provides.
As shown in Figure 1, the utility model provides a kind of screw-in prefabricated tubular pile, comprise pile body 10, pile body 10 has the hollow structure 20 for filling wadding weft variation, the top of hollow structure 20 is truncated cone-shaped structure 30, it is cylindrical structural 40 below it, the aperture of truncated cone-shaped structure 30 is large from little change from top to bottom, the lower end of pile body 10 is connected with the pile top 50 of taper type, the lower end of pile top 50 is provided with a rod iron 60, rod iron 60 has two spirality groovings 70, grooving 70 is provided with several cutting blades 80, and cutting blade 80 joins end to end stepped.
In preferred version, cutting blade 80 is perpendicular with grooving 70, and rod iron 60 surface has the frosted layer for increasing frictional force.
Concrete, in the present embodiment, the sidewall of truncated cone-shaped structure 30 and/or cylindrical structural 40 has the matsurface of increasing friction force, truncated cone-shaped structure 30 is 1:1 with the length ratio of cylindrical structural 40.
In addition, the top of the pile body 10 in the present embodiment also can be provided with bearing plate 90.
In sum, the aperture of the truncated cone-shaped structure 30 of the hollow structure of the utility model pile 10 is large from little change from top to bottom, thus the conjugation added between wadding weft variation and pile body, improve the resistance to tension of wadding weft variation, on the other hand, pile top 50 and rod iron 60 is connected successively below pile body 10, even if in the region that soil property is comparatively hard, can pile body can be screwed in sub-surface when applying little pressure, expand the scope of application of preformed pile, simplify construction process, the utility model substantially increases the anchoring property between wadding weft variation and pile body, efficiently pile body can be pressed into sub-surface simultaneously, structure is simple, convenient and swift, be applicable to promoting the use of.
Although the utility model essentially describes above embodiment, just come as an example to be described, and the utility model is not limited to this.Those of ordinary skill in the art can make multiple modification and application and not depart from the essential characteristics of embodiment.Such as, each parts that embodiment is shown in detail can be revised and run, to described modification with apply relevant difference and can think and be included in protection domain of the present utility model that claims limit.
Embodiment involved in this manual, its implication is that specially feature, structure or the characteristic described in conjunction with this embodiment is included at least one embodiment of the present utility model.These terms come across in manual everywhere differ to establish a capital and relate to same embodiment.In addition, when describing special characteristic, structure or characteristic in conjunction with any embodiment, all think that it falls in the scope of these special characteristics, structure or the characteristic that those of ordinary skill in the art just can realize in conjunction with other embodiments.

Claims (6)

1. a screw-in prefabricated tubular pile, comprise pile body, it is characterized in that, described pile body has the hollow structure for filling wadding weft variation, the top of described hollow structure is truncated cone-shaped structure, it is cylindrical structural below it, the aperture of described truncated cone-shaped structure is large from little change from top to bottom, the lower end of described pile body is connected with the pile top of taper type, the lower end of described pile top is provided with a rod iron, described rod iron has two spirality groovings, described grooving is provided with several cutting blades, and described cutting blade joins end to end stepped.
2. screw-in prefabricated tubular pile according to claim 1, is characterized in that, described cutting blade and described grooving perpendicular.
3. screw-in prefabricated tubular pile according to claim 1, is characterized in that, the sidewall of described truncated cone-shaped structure and/or cylindrical structural has the matsurface of increasing friction force.
4. screw-in prefabricated tubular pile according to claim 1, is characterized in that, described rod iron surface has the frosted layer for increasing frictional force.
5. screw-in prefabricated tubular pile according to claim 1, is characterized in that, the top of described pile body is provided with bearing plate.
6. screw-in prefabricated tubular pile according to claim 1, is characterized in that, described truncated cone-shaped structure is 1:1 with the length ratio of described cylindrical structural.
CN201520233283.4U 2015-04-17 2015-04-17 A kind of screw-in prefabricated tubular pile Expired - Fee Related CN204608763U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520233283.4U CN204608763U (en) 2015-04-17 2015-04-17 A kind of screw-in prefabricated tubular pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520233283.4U CN204608763U (en) 2015-04-17 2015-04-17 A kind of screw-in prefabricated tubular pile

Publications (1)

Publication Number Publication Date
CN204608763U true CN204608763U (en) 2015-09-02

Family

ID=53961324

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520233283.4U Expired - Fee Related CN204608763U (en) 2015-04-17 2015-04-17 A kind of screw-in prefabricated tubular pile

Country Status (1)

Country Link
CN (1) CN204608763U (en)

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C14 Grant of patent or utility model
GR01 Patent grant
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: 20150902

Termination date: 20190417