CN110029667A - Anticorrosive pile body connector connecting structure - Google Patents
Anticorrosive pile body connector connecting structure Download PDFInfo
- Publication number
- CN110029667A CN110029667A CN201910283571.3A CN201910283571A CN110029667A CN 110029667 A CN110029667 A CN 110029667A CN 201910283571 A CN201910283571 A CN 201910283571A CN 110029667 A CN110029667 A CN 110029667A
- Authority
- CN
- China
- Prior art keywords
- pile body
- screw nipple
- connecting structure
- anticorrosive
- intensity fiber
- 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.)
- Pending
Links
- 210000002445 nipple Anatomy 0.000 claims abstract description 51
- 239000000835 fiber Substances 0.000 claims abstract description 43
- 210000003205 muscle Anatomy 0.000 claims abstract description 34
- 239000013535 sea water Substances 0.000 claims abstract description 7
- 239000004568 cement Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000004576 sand Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000002184 metal Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 229920006253 high performance fiber Polymers 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of anticorrosive pile body connector connecting structure, including upper pile body and lower pile body, screw nipple is embedded in the lower end of upper pile body, internal screw thread is had in upper screw nipple, high-intensity fiber muscle is provided in upper pile body, high-intensity fiber muscle is threadedly coupled with upper screw nipple, lower screw nipple is embedded in the upper end of lower pile body, internal screw thread is had in lower screw nipple, high-intensity fiber muscle is provided in lower pile body, high-intensity fiber muscle is threadedly coupled with lower screw nipple, the upper screw nipple and lower screw nipple are configured with intermediate high-intensity fiber muscle, one end of intermediate high-intensity fiber muscle is threadedly coupled with upper screw nipple, the other end is with lower screw nipple grafting and Nian Jie using coagulator.High fiber strength strains are generallyd use in the pile body connecting structure, can be avoided and corroded by seawater etc., and the structure of the pile body connecting structure, convenient for connection, it is more convenient to construct.
Description
Technical field
The present invention relates to a kind of anticorrosive pile body connector connecting structure.
Background technique
The connection of traditional pile body, which is generallyd use, buries metal connecting piece in the end of upper pile body and lower pile body, is connected using metal
Fishplate bar is welded on the metal connecting piece of upper and lower pile body and achieves a fixed connection.But the connecting structure is inconvenient, and every time
The connection consuming time is more, and the firmness of connection is largely the quality by welding procedure, needs the skilled worker of many years
It can operate, therefore construction time and cost of labor are higher, and metal weld is easy to be corroded.
Summary of the invention
In view of the deficiency of background technique, technical problem to be solved by the invention is to provide a kind of anticorrosive pile body connectors to connect
Construction is connect, the attended operation of the anticorrosive pile body connector connecting structure is more convenient, is not easy to be etched, and can be rapidly completed
Connection.
For this purpose, the present invention adopts the following technical scheme that realize:
Anticorrosive pile body connector connecting structure, including upper pile body and lower pile body, it is characterized in that: being embedded in the lower end of upper pile body
Upper screw nipple has internal screw thread in upper screw nipple, is provided with high-intensity fiber muscle, high-intensity fiber muscle in upper pile body
It is threadedly coupled with upper screw nipple, is embedded with lower screw nipple in the upper end of lower pile body, in lower screw nipple
With internal screw thread, high-intensity fiber muscle is provided in lower pile body, high-intensity fiber muscle is threadedly coupled with lower screw nipple, described
Upper screw nipple and lower screw nipple are configured with intermediate high-intensity fiber muscle, are provided with reinforcing bar among intermediate high-intensity fiber muscle,
Reinforcing bar periphery is enclosed with high-intensity fiber layer, and one end of intermediate high-intensity fiber muscle is threadedly coupled with upper screw nipple, the other end is
Inserted terminal, inserted terminal are with lower screw nipple grafting and Nian Jie using coagulator.
Further, the inserted terminal of the intermediate high-intensity fiber muscle is wrapped with High Strength Cement-Based Materials, High Strength Cement-Based Materials
The inserted terminal and the solidification of lower screw nipple are fixed.
Further, the upper screw nipple of upper pile body lower end, the lower screw nipple of lower pile body upper end and described
Intermediate high-intensity fiber muscle is uniformly distributed in the edge placement of pile body.
The technology of the present invention effect: high fiber strength strains are generallyd use in the pile body connecting structure, can be avoided by seawater etc.
It corrodes, and the structure of the pile body connecting structure, convenient for connection, it is more convenient to construct；And steel is set in intermediate high-intensity fiber muscle
Lateral shear resistance can be promoted after muscle, the firmness for connecting pile body with lower pile body is higher.
Detailed description of the invention
The present invention has following attached drawing:
Fig. 1 is the schematic structural cross-sectional view of anticorrosive pile body connector connecting structure provided by the invention.
Fig. 2 is the structural plan schematic diagram of upper pile body end face provided by the invention.
Specific embodiment
It is shown in reference picture 1, Fig. 2, anticorrosive pile body connector connecting structure provided by the invention, including upper pile body 1 and lower stake
Body 2, upper pile body 1 and lower pile body 2 are all made of the concrete that sea sand, cement, stone and seawater are stirred and are made, upper pile body 1
Lower end in be embedded with screw nipple 3, internal screw thread is had in upper screw nipple 3, is provided with height in upper pile body 1
Strong fiber bar 4, high-intensity fiber muscle 4 are threadedly coupled with upper screw nipple 3, and lower spiral shell is embedded in the upper end of lower pile body 2
Line connecting tube 5 has internal screw thread in lower screw nipple 5, is provided with high-intensity fiber muscle 4, high-intensity fiber muscle in lower pile body 2
4 are threadedly coupled with lower screw nipple 5, and upper screw nipple 3 and lower screw nipple 5 are all made of high fiber strength strains, described
Upper screw nipple 3 and lower screw nipple 5 are configured with intermediate high-intensity fiber muscle 6, are provided with steel among intermediate high-intensity fiber muscle 6
Muscle 7,7 periphery of reinforcing bar are enclosed with high-intensity fiber layer 8, one end of intermediate high-intensity fiber muscle 6 is threadedly coupled with upper screw nipple 3,
The other end is inserted terminal 61, and inserted terminal 61 is with lower 5 grafting of screw nipple and Nian Jie using coagulator, intermediate in the present embodiment
The inserted terminal 61 of high-intensity fiber muscle 6 is wrapped with High Strength Cement-Based Materials, and high Strength Cement Based Composite Material refers to is with portland cement
Matrix, with alkali-resistant glass fibre, general synthetic fibers, various ceramic fibres, carbon and aramid fiber grade high performance fibers, wire and
Natural plant fibre and mineral fibres are reinforcement, filler are added, the composite material that chemical assistant and water are constituted through combination process,
High Strength Cement-Based Materials fix the inserted terminal 61 and the solidification of lower screw nipple 5, and the upper screw thread of 1 lower end of upper pile body connects
Adapter tube 3, the lower screw nipple 5 of 2 upper end of lower pile body and the intermediate high-intensity fiber muscle 6 are uniformly distributed in the edge position of pile body
It sets.
Claims (9)
1. a kind of anticorrosive pile body connector connecting structure, including upper pile body and lower pile body, it is characterized in that: in the lower end of upper pile body
It is embedded with screw nipple, internal screw thread is had in upper screw nipple, is provided with high-intensity fiber muscle in upper pile body, it is high-strength
Fiber bar is threadedly coupled with upper screw nipple, and lower screw nipple is embedded in the upper end of lower pile body, and lower screw thread connects
Internal screw thread is had in adapter tube, high-intensity fiber muscle is provided in lower pile body, and high-intensity fiber muscle is threadedly coupled pipe screw thread company under
It connects, the upper screw nipple and lower screw nipple are configured with intermediate high-intensity fiber muscle, setting among intermediate high-intensity fiber muscle
There is reinforcing bar, reinforcing bar periphery is enclosed with high-intensity fiber layer, and one end of intermediate high-intensity fiber muscle is threadedly coupled with upper screw nipple, is another
One end is inserted terminal, and inserted terminal is with lower screw nipple grafting and Nian Jie using coagulator.
2. anticorrosive pile body connector connecting structure according to claim 1, it is characterized in that: the intermediate high-intensity fiber muscle
Inserted terminal is wrapped with High Strength Cement-Based Materials, and High Strength Cement-Based Materials fix the inserted terminal and the solidification of lower screw nipple.
3. anticorrosive pile body connector connecting structure according to claim 1 or 2, it is characterized in that: upper pile body lower end
Upper screw nipple, the lower screw nipple of lower pile body upper end and the intermediate high-intensity fiber muscle are uniformly distributed in the edge of pile body
Position.
4. anticorrosive pile body connector connecting structure according to claim 1 or 2, it is characterized in that: the upper screw nipple
High fiber strength strains are all made of with lower screw nipple.
5. anticorrosive pile body connector connecting structure according to claim 3, it is characterized in that: the upper screw nipple is under
Screw nipple is all made of high fiber strength strains.
6. anticorrosive pile body connector connecting structure according to claim 1 or 2, it is characterized in that: upper pile body and lower stake
Body is all made of the concrete that sea sand, cement, stone and seawater are stirred and is made.
7. anticorrosive pile body connector connecting structure according to claim 3, it is characterized in that: upper pile body and lower pile body are equal
It is made of the concrete that sea sand, cement, stone and seawater are stirred.
8. anticorrosive pile body connector connecting structure according to claim 4, it is characterized in that: upper pile body and lower pile body are equal
It is made of the concrete that sea sand, cement, stone and seawater are stirred.
9. anticorrosive pile body connector connecting structure according to claim 5, it is characterized in that: upper pile body and lower pile body are equal
It is made of the concrete that sea sand, cement, stone and seawater are stirred.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910283571.3A CN110029667A (en) | 2019-04-10 | 2019-04-10 | Anticorrosive pile body connector connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910283571.3A CN110029667A (en) | 2019-04-10 | 2019-04-10 | Anticorrosive pile body connector connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029667A true CN110029667A (en) | 2019-07-19 |
Family
ID=67237870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910283571.3A Pending CN110029667A (en) | 2019-04-10 | 2019-04-10 | Anticorrosive pile body connector connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110029667A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11828033B1 (en) * | 2023-03-27 | 2023-11-28 | The Florida International University Board Of Trustees | Grouted sleeve coupler splice (GSCS) for precast concrete piles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110002744A1 (en) * | 2009-07-01 | 2011-01-06 | Nutech Ventures, Inc. | Continuously prestressed concrete pile splice |
| CN206070879U (en) * | 2016-08-29 | 2017-04-05 | 智性纤维复合加固南通有限公司 | A kind of FRP reinforcing bars composite reinforcing |
| CN107447748A (en) * | 2017-09-01 | 2017-12-08 | 辽宁工业大学 | A kind of fiber bar seawater marine sand concrete stake and preparation method thereof |
| CN108797579A (en) * | 2018-05-30 | 2018-11-13 | 浙江大学宁波理工学院 | The attachment device of prefabricated tubular pile and connection method |
| CN208136920U (en) * | 2018-04-17 | 2018-11-23 | 安徽省建筑科学研究设计院 | A kind of triangle prestressing force foundation pit supporting pile and its connection structure |
| CN210163889U (en) * | 2019-04-10 | 2020-03-20 | 浙江望达建材科技有限公司 | Anti-corrosion pile body joint connecting structure |
-
2019
- 2019-04-10 CN CN201910283571.3A patent/CN110029667A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110002744A1 (en) * | 2009-07-01 | 2011-01-06 | Nutech Ventures, Inc. | Continuously prestressed concrete pile splice |
| CN206070879U (en) * | 2016-08-29 | 2017-04-05 | 智性纤维复合加固南通有限公司 | A kind of FRP reinforcing bars composite reinforcing |
| CN107447748A (en) * | 2017-09-01 | 2017-12-08 | 辽宁工业大学 | A kind of fiber bar seawater marine sand concrete stake and preparation method thereof |
| CN208136920U (en) * | 2018-04-17 | 2018-11-23 | 安徽省建筑科学研究设计院 | A kind of triangle prestressing force foundation pit supporting pile and its connection structure |
| CN108797579A (en) * | 2018-05-30 | 2018-11-13 | 浙江大学宁波理工学院 | The attachment device of prefabricated tubular pile and connection method |
| CN210163889U (en) * | 2019-04-10 | 2020-03-20 | 浙江望达建材科技有限公司 | Anti-corrosion pile body joint connecting structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11828033B1 (en) * | 2023-03-27 | 2023-11-28 | The Florida International University Board Of Trustees | Grouted sleeve coupler splice (GSCS) for precast concrete piles |
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