CN108951680B - Connector for concrete pipe pile and bearing platform - Google Patents
Connector for concrete pipe pile and bearing platform Download PDFInfo
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- CN108951680B CN108951680B CN201810868365.4A CN201810868365A CN108951680B CN 108951680 B CN108951680 B CN 108951680B CN 201810868365 A CN201810868365 A CN 201810868365A CN 108951680 B CN108951680 B CN 108951680B
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- frame
- pile
- bearing platform
- pile body
- hooks
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- 239000004567 concrete Substances 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000004873 anchoring Methods 0.000 claims abstract description 20
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 8
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 238000004891 communication Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention relates to a connector of a concrete pipe pile and a bearing platform, which comprises: connecting reinforcement frame, connecting reinforcement frame includes: the steel wire rope comprises a plurality of C-shaped anchoring steel bars which are connected in a longitudinal and transverse mode to form a frame body, and a plurality of connecting hooks arranged at the bottom of the frame body; and the connecting disc is borne on the top of the pile body, and a plurality of connecting grooves matched with the connecting hooks are formed in the connecting disc. When the tubular pile is prefabricated, the connecting groove of the connecting disc is upwards arranged at the end part of the pile body, and is fixed with the pile body through concrete pouring, meanwhile, a plurality of C-shaped anchoring reinforcing steel bars are prefabricated to form a firm frame body, and the connecting hooks are welded on the C-shaped anchoring reinforcing steel bars; after the pile body is buried, the connecting hooks are embedded into the connecting grooves, so that the connecting steel bar frame is connected with the pile body, the bearing platform is poured finally, the bearing platform is immersed in the connecting steel bar cage and immersed in a section of pile body, firm connection with the bearing platform is formed through the connecting steel bar frame, construction is simple and convenient, excessive pile bodies do not need to be buried, and cost is lower.
Description
Technical Field
The invention relates to the technical field of building pile foundation construction, in particular to a connector of a concrete pipe pile and a bearing platform.
Background
The prestressed reinforced concrete pipe pile has the advantages of stable quality, high pile body strength, high single-pile bearing capacity, low manufacturing cost, short construction period, easy quality guarantee and the like, and is widely applied to pile foundation engineering construction in recent years. The bearing platform is used as a force transmission body of the tubular pile and the upper structure, needs to be firmly connected with the concrete tubular pile, and the tubular pile top is usually directly embedded into the bearing platform at present to connect the two together.
Disclosure of Invention
Aiming at the defects in the prior art, the embodiment of the invention aims to provide the connector for the concrete pipe pile and the bearing platform, which has the advantages of simple and convenient construction and low cost.
The technical purpose of the embodiment of the invention is realized by the following technical scheme:
a coupler for a concrete pipe pile and a cap, comprising:
connecting reinforcement frame, connecting reinforcement frame includes: the steel wire rope comprises a plurality of C-shaped anchoring steel bars which are connected in a longitudinal and transverse mode to form a frame body, and a plurality of connecting hooks arranged at the bottom of the frame body; and the number of the first and second groups,
bear the connection pad at pile body top, set up a plurality of with on the connection pad connect collude the spread groove of looks adaptation.
By adopting the technical scheme, when the tubular pile is prefabricated, the connecting groove of the connecting disc is upwards arranged at the end part of the pile body and is fixed with the pile body through concrete pouring, meanwhile, a plurality of C-shaped anchoring reinforcing steel bars form a firm frame body in a welding or steel wire bundling mode, and the connecting hook is welded at the position, corresponding to the connecting groove, on the C-shaped anchoring reinforcing steel bar; after the pile body is buried, the connecting hooks are embedded into the connecting grooves, so that the connecting steel bar frame is connected with the pile body, the bearing platform is poured finally, the bearing platform is immersed in the connecting steel bar cage and immersed in a section of pile body, firm connection with the bearing platform is formed through the connecting steel bar frame, construction is simple and convenient, excessive pile bodies do not need to be buried, and cost is lower.
Further, the hookup is C shape, the spread groove includes: the confession connect collude male entrance groove, and, with the entrance groove is linked together, be used for with the rotatory draw-in groove of connection collude looks joint.
Through adopting above-mentioned technical scheme, the connection colludes from the entrance slot insert the back, and the swivelling joint reinforcing bar frame can block in the swivelling joint draw-in groove, and because the connection colludes and is the C shape, therefore the connection colludes more firm with the connection pad joint.
Furthermore, the upper part of the connecting steel bar frame is provided with a reinforcing rib frame.
Through adopting above-mentioned technical scheme, improved the structural strength of connecting reinforcement frame.
Furthermore, the end part of the C-shaped anchoring steel bar is bent towards one side to form a hook part.
Through adopting above-mentioned technical scheme for it is more firm that connection steel reinforcement frame and cushion cap are connected.
In conclusion, the invention has the following beneficial effects:
the embodiment of the invention provides a connector for a concrete pipe pile and a bearing platform, which comprises: connecting reinforcement frame, connecting reinforcement frame includes: the steel wire rope comprises a plurality of C-shaped anchoring steel bars which are connected in a longitudinal and transverse mode to form a frame body, and a plurality of connecting hooks arranged at the bottom of the frame body; and the connecting disc is borne on the top of the pile body, and a plurality of connecting grooves matched with the connecting hooks are formed in the connecting disc. When the tubular pile is prefabricated, the connecting groove of the connecting disc is upwards arranged at the end part of the pile body, and is fixed with the pile body through concrete pouring, meanwhile, a plurality of C-shaped anchoring reinforcing steel bars form a firm frame body in a welding or steel wire bundling mode, and the connecting hook is welded at the position, corresponding to the connecting groove, on the C-shaped anchoring reinforcing steel bar; after the pile body is buried, the connecting hooks are embedded into the connecting grooves, so that the connecting steel bar frame is connected with the pile body, the bearing platform is poured finally, the bearing platform is immersed in the connecting steel bar cage and immersed in a section of pile body, firm connection with the bearing platform is formed through the connecting steel bar frame, construction is simple and convenient, excessive pile bodies do not need to be buried, and cost is lower.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a front view of the reinforcement cage according to an embodiment of the present invention;
FIG. 3 is a top view of the frame of the reinforcement bar in the embodiment of the present invention;
FIG. 4 is a schematic structural diagram of a connection pad in an embodiment of the invention.
In the figure: 1. connecting the steel bar frames; 11. c-shaped anchoring steel bars; 12. a frame body; 13. a connecting hook; 14. a hook part; 2. a connecting disc; 21. connecting grooves; 211. an inlet tank; 212. rotating the clamping groove; 3. a reinforcing rib frame; 4. a pile body; 5. a bearing platform.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
A coupler for a concrete pipe pile and a cap, as shown in fig. 1, comprising: connecting reinforcement frame 1, connecting reinforcement frame 1 includes: a plurality of C-shaped anchoring steel bars 11 which are connected in a longitudinal and transverse mode to form a frame body 12, and a plurality of connecting hooks 13 arranged at the bottom of the frame body 12; and a connecting disc 2 loaded on the top of the pile body 4, wherein the connecting disc 2 is provided with a plurality of connecting grooves 21 matched with the connecting hooks 13.
Specifically, as shown in fig. 2 and 3, the frame body 12 is a square frame formed by vertically and alternately distributing 4 to 9C-shaped anchoring steel bars 11, in this embodiment, six C-shaped anchoring steel bars 11 are fixed to the frame body 12 by welding or steel wire bundling, and the reinforcing rib frame 3 is welded to the upper portion of the connecting steel bar frame 1, so as to improve the structural strength of the connecting steel bar frame 1; the end of the C-shaped anchoring steel bar 11 is bent to one side to form a hook 14, and the hook 14 is arc-shaped, so that the connection between the steel bar frame 1 and the bearing platform 5 is more firm.
The coupling hook 13 is C-shaped and welded to the C-shaped anchoring bar 11 at a position corresponding to the coupling groove 21, as shown in fig. 4, the coupling groove 21 includes: an inlet slot 211 for inserting the connecting hook 13, and a rotary slot 212 communicated with the inlet slot 211 and used for being clamped with the connecting hook 13, wherein the rotary slot 212 is matched with the connecting hook 13; during installation, after the connecting hook 13 is inserted from the inlet slot 211, the rotary connecting steel bar frame 1 can be clamped into the rotary clamping slot 212, and the connecting hook 13 is C-shaped, so that the connecting hook 13 is more firmly clamped with the connecting disc 2.
When the tubular pile is prefabricated, the connecting groove 21 of the connecting disc 2 is upwards arranged at the end part of the pile body 4, and is fixed with the pile body 4 by pouring concrete, meanwhile, a plurality of C-shaped anchoring reinforcing steel bars 11 form a firm frame body 12 in a welding or steel wire bundling mode, and the connecting hooks 13 are welded at the positions, corresponding to the connecting groove 21, on the C-shaped anchoring reinforcing steel bars 11; after the pile body 4 is buried, the connecting hook 13 is embedded into the connecting groove 21, so that the connecting steel bar frame 1 is connected with the pile body 4, the bearing platform 5 is poured, the bearing platform 5 is immersed in the connecting steel bar cage and is immersed in a section of the pile body 4, firm connection with the bearing platform 5 is formed through the connecting steel bar frame 1, construction is simple and convenient, excessive pile bodies 4 do not need to be buried, and cost is lower.
In the foregoing embodiments, the descriptions of the respective embodiments have respective emphasis, and for parts that are not described in detail in a certain embodiment, reference may be made to related descriptions of other embodiments.
It should be noted that, for simplicity of description, the above-mentioned method embodiments are described as a series of acts or combination of acts, but those skilled in the art will recognize that the present invention is not limited by the order of acts, as some steps may occur in other orders or concurrently in accordance with the invention. Further, those skilled in the art should also appreciate that the embodiments described in the specification are preferred embodiments and that the acts and modules referred to are not necessarily required by the invention.
In the embodiments provided in the present application, it should be understood that the disclosed apparatus may be implemented in other manners. For example, the above-described embodiments of the apparatus are merely illustrative, and for example, the above-described division of the units is only one type of division of logical functions, and other divisions may be realized in practice, for example, a plurality of units or components may be combined or integrated into another system, or some features may be omitted, or not executed. In addition, the shown or discussed mutual coupling or communication connection may be an indirect coupling or communication connection between devices or units through some interfaces, and may be in a telecommunication or other form.
The units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention is described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (2)
1. The utility model provides a coupler of concrete pipe pile and cushion cap which characterized in that includes:
connecting reinforcement frame (1), connecting reinforcement frame (1) includes: a plurality of C-shaped anchoring steel bars (11) which are connected in a longitudinal and transverse mode to form a frame body (12), and a plurality of connecting hooks (13) arranged at the bottom of the frame body (12); and the number of the first and second groups,
the connecting disc (2) is borne on the top of the pile body (4), and a plurality of connecting grooves (21) matched with the connecting hooks (13) are formed in the connecting disc (2);
the connecting hook (13) is C-shaped, and the connecting groove (21) comprises: the connecting hook comprises an inlet groove (211) for inserting the connecting hook (13) and a rotary clamping groove (212) which is communicated with the inlet groove (211) and is used for being clamped with the connecting hook (13);
and the upper part of the connecting steel bar frame (1) is provided with a reinforcing rib frame (3).
2. A coupler for a concrete pipe pile and a bearing platform according to claim 1, wherein the end of the C-shaped anchoring bar (11) is bent to one side to form a hook part (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868365.4A CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868365.4A CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108951680A CN108951680A (en) | 2018-12-07 |
| CN108951680B true CN108951680B (en) | 2020-12-25 |
Family
ID=64465163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810868365.4A Active CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951680B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108461A (en) * | 1992-09-22 | 1994-04-19 | Yuji Etsuno | Concrete pile, and connecting method for said concrete pile and foundation slab |
| JPH06330522A (en) * | 1993-05-24 | 1994-11-29 | Taiyo:Kk | Pile head joint construction |
| JP2008069612A (en) * | 2006-09-16 | 2008-03-27 | Sansei:Kk | Steel pipe pile cap and joint structure of steel pipe pile and footing |
| CN103195094A (en) * | 2013-03-31 | 2013-07-10 | 陈俊达 | Safety inspection well cover base |
| CN106801428A (en) * | 2017-01-16 | 2017-06-06 | 青岛中天斯壮科技有限公司 | Reinforced tensile-shear PHC pipe pile foundation structure and construction method thereof |
-
2018
- 2018-08-02 CN CN201810868365.4A patent/CN108951680B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108461A (en) * | 1992-09-22 | 1994-04-19 | Yuji Etsuno | Concrete pile, and connecting method for said concrete pile and foundation slab |
| JPH06330522A (en) * | 1993-05-24 | 1994-11-29 | Taiyo:Kk | Pile head joint construction |
| JP2008069612A (en) * | 2006-09-16 | 2008-03-27 | Sansei:Kk | Steel pipe pile cap and joint structure of steel pipe pile and footing |
| CN103195094A (en) * | 2013-03-31 | 2013-07-10 | 陈俊达 | Safety inspection well cover base |
| CN106801428A (en) * | 2017-01-16 | 2017-06-06 | 青岛中天斯壮科技有限公司 | Reinforced tensile-shear PHC pipe pile foundation structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108951680A (en) | 2018-12-07 |
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Address after: Room 803, Yuanhe building, 959 Jiayuan Road, Yuanhe street, Xiangcheng District, Suzhou City, Jiangsu Province Applicant after: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Address before: 215000 Chengyang Road 116 Chengyang Street, Xiangcheng Economic and Technological Development Zone, Suzhou City, Jiangsu Province Applicant before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. |
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Address after: Room 1601-2, 16th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee after: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region after: China Address before: Room 803, Yuanhe building, 959 Jiayuan Road, Yuanhe street, Xiangcheng District, Suzhou City, Jiangsu Province Patentee before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right |
Effective date of registration: 20240715 Address after: Room 1501-1, 15th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee after: Suzhou Changsai Software Technology Co.,Ltd. Country or region after: China Address before: Room 1601-2, 16th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region before: China |