CN204690742U - Full prestressing long line platform square pile - Google Patents
Full prestressing long line platform square pile Download PDFInfo
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- CN204690742U CN204690742U CN201520379775.4U CN201520379775U CN204690742U CN 204690742 U CN204690742 U CN 204690742U CN 201520379775 U CN201520379775 U CN 201520379775U CN 204690742 U CN204690742 U CN 204690742U
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Abstract
Full prestressing long line platform square pile, is set with the end plate coincide with foundation square pile cross section, the lower surface of end plate is welded with fixing anchor bar in one end of full prestressing long line platform square pile; End plate is provided with reinforced hole, in reinforced hole, be interspersed with prestressed reinforcement, prestressed reinforcement extends downward the pile crown other end of entity square pile, be connected to pile crown reinforcing bar in the inner side of prestressed reinforcement, by the bending of pile crown reinforcing bar to the pile top position of entity square pile, make the pile top reinforcing bar at itself and entity square pile center be collected at the pile top place of entity square pile, and be connected with pile top steel plate, form a square pile pointed cone; Peripheral at prestressed reinforcement, be wound around by spiral reinforcement, prestressed reinforcement firmly connected into the skeleton of rectangular stake.This full prestressing long line platform square pile structure is simple, and can realize organizing production, manufacturing machine degree is high, and production efficiency is high, more durable more, accelerates the speed of construction, economizes on resources, reduce construction costs, meets the requirement of Production requirement amount.
Description
Technical field
the utility model relates to concrete square pile in building field, especially a kind of full prestressing long line platform square pile.
Background technology
along with the fast development of urban construction, high-rise industrial construction is built in a large number, and in order to solve the problem of foundation bearing capacity deficiency, various types of square pile generally uses.But in entity square pile design in the past, due to the restriction of process conditions, the length of precast square pile cannot break through the restriction of overlength, and cannot resist the earthquake of high strength grade.Aborning, the mechanization degree that entity square pile makes is low, and working (machining) efficiency is low, serious waste of resources, cannot meet the requirement of Production requirement amount, therefore provide a kind of structure simple, produce efficient, the longer pile body of pile body is just very necessary.
Summary of the invention
low in order to overcome square pile production efficiency in the past, cost of production is high, the problem of user demand cannot be met, the utility model provides a kind of full prestressing long line platform square pile, and this square pile product structure is simple, easy to use, can realize organizing production more, production efficiency is high, cost of production is low, reduces construction costs, accelerates the speed of construction.
the utility model solves the technical scheme that its technical problem adopts: full prestressing long line platform square pile, comprising: reinforced hole, end plate, anchor bar, prestressed reinforcement, spiral reinforcement, pile crown reinforcing bar, pile top reinforcing bar; Be set with the end plate coincide with foundation square pile cross section in one end of full prestressing long line platform square pile, the lower surface of end plate is welded with fixing anchor bar; End plate is evenly provided with reinforced hole, in reinforced hole, correspondence is interspersed with prestressed reinforcement, prestressed reinforcement extends downward the pile crown other end of entity square pile, be connected to pile crown reinforcing bar in the inner side of prestressed reinforcement, by the bending of pile crown reinforcing bar to the pile top position of entity square pile, make the pile top reinforcing bar at itself and entity square pile center be collected at the pile top place of entity square pile, and be connected with pile top steel plate, form a square pile pointed cone; Peripheral at prestressed reinforcement, be wound around by the spiral reinforcement be evenly distributed up and down, prestressed reinforcement firmly connected into the skeleton of rectangular stake.When the pouring practice of entity square pile, the rectangular stake frame body plan of this entity square pile is placed in the mould in the smooth scope of operation, through moulding by casting, quick Fabrication can goes out a large amount of square pile products.
the beneficial effects of the utility model are: this full prestressing long line platform square pile structure is simple, easy to use, and can realize organizing production, manufacturing machine degree is high, and production efficiency is high, and cost of production is low more.More durable, accelerate the speed of construction, and economize on resources, reduce construction costs, meet the requirement of Production requirement amount.
Accompanying drawing explanation
below in conjunction with drawings and Examples, the utility model is further illustrated.
fig. 1 is structural principle schematic diagram of the present utility model.
1. reinforced holes, 2. end plate, 3. anchor bar, 4. prestressed reinforcement, 5. spiral reinforcement in figure, 6. pile crown reinforcing bar, 7. pile top reinforcing bar.
Detailed description of the invention
in the drawings, full prestressing long line platform square pile, comprising: reinforced hole 1, end plate 2, anchor bar 3, prestressed reinforcement 4, spiral reinforcement 5, pile crown reinforcing bar 6, pile top reinforcing bar 7; Be set with the end plate 2 coincide with foundation square pile cross section in one end of full prestressing long line platform square pile, the lower surface of end plate 2 be welded with fixing anchor bar 3; End plate 2 is evenly provided with reinforced hole 1, in reinforced hole 1, correspondence is interspersed with prestressed reinforcement 4, prestressed reinforcement 4 extends downward the pile crown other end of entity square pile, be connected to pile crown reinforcing bar 6 in the inner side of prestressed reinforcement 4, by the bending of pile crown reinforcing bar 6 to the pile top position of entity square pile, make the pile top reinforcing bar 7 at itself and entity square pile center be collected at the pile top place of entity square pile, and be connected with pile top steel plate, form a square pile pointed cone; Peripheral at prestressed reinforcement 4, be wound around by the spiral reinforcement 5 be evenly distributed up and down, prestressed reinforcement 4 firmly connected into the skeleton of rectangular stake.When the pouring practice of entity square pile, the rectangular stake frame body plan of this entity square pile is placed in the mould in the smooth scope of operation, through moulding by casting, quick Fabrication can goes out a large amount of square pile products.
Claims (1)
1.
full prestressing long line platform square pile, comprising: reinforced hole (1), end plate (2), anchor bar (3), prestressed reinforcement (4), spiral reinforcement (5), pile crown reinforcing bar (6), pile top reinforcing bar (7); It is characterized in that: be set with the end plate (2) coincide with foundation square pile cross section in one end of full prestressing long line platform square pile, the lower surface of end plate (2) be welded with fixing anchor bar (3); End plate (2) is evenly provided with reinforced hole (1), in reinforced hole (1), correspondence is interspersed with prestressed reinforcement (4), prestressed reinforcement (4) extends downward the pile crown other end of entity square pile, be connected to pile crown reinforcing bar (6) in the inner side of prestressed reinforcement (4), by the bending of pile crown reinforcing bar (6) to the pile top position of entity square pile, make the pile top reinforcing bar (7) at itself and entity square pile center be collected at the pile top place of entity square pile, and be connected with pile top steel plate, form a square pile pointed cone; Peripheral at prestressed reinforcement (4), be wound around by the spiral reinforcement be evenly distributed up and down (5), prestressed reinforcement (4) firmly connected into the skeleton of rectangular stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520379775.4U CN204690742U (en) | 2015-06-04 | 2015-06-04 | Full prestressing long line platform square pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520379775.4U CN204690742U (en) | 2015-06-04 | 2015-06-04 | Full prestressing long line platform square pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204690742U true CN204690742U (en) | 2015-10-07 |
Family
ID=54231051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520379775.4U Active CN204690742U (en) | 2015-06-04 | 2015-06-04 | Full prestressing long line platform square pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204690742U (en) |
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2015
- 2015-06-04 CN CN201520379775.4U patent/CN204690742U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 221300 north side of Lau Shan lock, Pizhou, Xuzhou, Jiangsu Patentee after: Jiangsu Shanhai New Building Materials Co.,Ltd. Address before: No. 1, Zhongsuan Road, Suyangshan Town, Pizhou City, Jiangsu Province, 221300 Patentee before: JIANGSU CONSTRUCTION ENGINEERING CO.,LTD. |