CN202543912U - Prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile - Google Patents
Prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile Download PDFInfo
- Publication number
- CN202543912U CN202543912U CN2012201875914U CN201220187591U CN202543912U CN 202543912 U CN202543912 U CN 202543912U CN 2012201875914 U CN2012201875914 U CN 2012201875914U CN 201220187591 U CN201220187591 U CN 201220187591U CN 202543912 U CN202543912 U CN 202543912U
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- reinforced plastic
- steel strand
- strand cable
- pile
- plastic bar
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Abstract
The utility model discloses a prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile, which comprises a skeleton cage in a pile body, at least one of skeleton ribs on the skeleton cage on the tensioned side of the pile body is a prestressed steel stranded rope, and the rest skeleton ribs are reinforced plastic rods or tubes. The reinforced plastic rods or tubes are carbon fiber, glass fiber or aramid fiber reinforced plastic rods or tubes. According to different stress conditions of two sides of the pile body, different design schemes are adopted on the two sides of the skeleton cage of the pile body, namely the post-tensioned prestressed steel stranded rope is arranged on the tensioned side, and the reinforced plastic rods or tubes are arranged on the pressed side. Advantages of high stress strength of the prestressed steel stranded rope and high compressive strength of the reinforced plastic rods can be fully exerted, the overall performance of a pile foundation is improved, and the manufacturing cost of the supporting pile and the engineering cost can be reduced. Meanwhile, because the reinforced plastic rods belong to a fragile material and have low breaking resistance, detaching construction is facilitated.
Description
Technical field
The utility model relates to building field, is specifically related to foundation pile.
Background technology
Traditional foundation pit supporting pile is evenly to arrange reinforcing bar along the stake periphery, and the pile body loading characteristic is to lean on the soil body one side to be drawn, and leans on foundation ditch limit one side pressurized; The stressed difference in both sides, and stressed not of uniform size causing, therefore; Generally speaking, all be that the advantage of this structure stake is easy construction at a side configuration reinforcement that is drawn; But shortcoming also clearly, and promptly reinforcing bar can not play a role fully, causes bigger waste.Before this, the inventor has proposed name and has been called " a kind of partial prestressing supporting cantilever pile " patent application, and this patent application is different according to pile body both sides force-bearing situation; Different design schemes is adopted in cage of reinforcement cage both sides to pile body; A side that is pressurized adopts plain bars, and a side of being drawn adopts post-tensioned prestressing steel strand cable, has not only improved the overall performance of pile body; And practiced thrift great deal of steel, have favorable economic benefit.But still there is following defective in this technical scheme, the one, need dispose metal material respectively in skeleton cage pressurized, the both sides of being drawn; The 2nd, because reinforcing bar has stronger toughness, be not easy to remove, bring and remove that difficulty is big, to remove cost high.Can select nonmetallic substitution material for use, further reduce the cost of soldier pile, the convenient dismounting be the problem that the sector need be researched and solved.
Summary of the invention
The technical problem that the utility model will solve provides a kind of prestress steel strand cable, reinforced plastic bar composite construction supporting cantilever pile, under the constant situation of the overall performance that guarantees pile foundation, reduces the cost of soldier pile, convenient simultaneously the dismounting.
The utility model is realized through following technical scheme:
A kind of prestress steel strand cable, reinforced plastic bar composite construction supporting cantilever pile; Comprise the skeleton cage in the pile body; Said pile body is drawn the skeleton cage upper skeleton muscle of a side to have at least one to be the prestress steel strand cable, and the skeleton muscle of remainder is reinforced plastic bar or tubing.
The further improvement project of the utility model is that said reinforced plastic bar or tubing are carbon fiber, glass fiber or aromatic polyamide fiber reinforced plastics bar or tubing.Reinforced plastic bar or tubing abbreviation: FRP, carbon fiber, glass fiber or aramid fiber bar or tubing abbreviation are respectively: CFRP, GFRP, AFRP.
The utility model further improvement project is that the external surface of reinforced plastic bar or tubing is provided with convexity or is provided with screw thread or is rough surface (increase frictional force).
Said steel strand cable upper end is provided with the fixed connecting piece after the stretch-draw, and said steel strand cable upper end and connector thereof are positioned at the cushion cap face, between connector and cushion cap face, are provided with backing plate.
The utility model further improvement project is, is provided with an enlarged footing on the said steel strand cable at least, and when enlarged footing was one, said enlarged footing was arranged at the lower end of steel strand cable;
When enlarged footing is one when above, said enlarged footing sets gradually to the upper end from the lower end of steel strand cable.
The utility model further improvement project is that said enlarged footing is nut or extruding anchor or concrete precast element.
The utility model further improvement project is, when enlarged footing was concrete precast element, said concrete precast element was provided with the hole, and post-tensioned prestressing steel strand cable passes said hole and connects fixing;
When enlarged footing is nut or extruding anchor, on the post-tensioned prestressing steel strand cable above nut or the extruding anchor, be provided with backing plate.
The utility model further improvement project is that the steel strand cable top between fixed connecting piece and enlarged footing is provided with sleeve pipe, bottom and pile body bonding.
The utility model compared with prior art has following obvious advantage:
One, the utility model is different according to pile body both sides force-bearing situation, and to the different design scheme of cage of reinforcement cage distribution bar employing of pile body, a side of promptly being drawn disposes post-tensioned prestressing steel strand cable, remainder configuration reinforced plastic bar or tubing.Put down in writing according to relevant document; The compressive strength of reinforced plastic bar is more than the twice of reinforcing bar, and its price is lower than reinforcing bar, therefore; Make soldier pile with this substitution material; Can give full play to the advantage that prestress steel strand cable tensile strength is high, reinforced plastic bar compressive strength is high, improve the overall performance of pile foundation, can reduce cost of manufacture, the reduction construction costs of soldier pile again.
Two, simultaneously because the reinforced plastic bar belongs to fragile material, anti-fracture ability a little less than, therefore made things convenient for and removed construction.
Description of drawings
Fig. 1 is the axial cross-sectional schematic of the utility model.
Fig. 2 is Figure 1A-A cross-sectional schematic.
The specific embodiment
Like Fig. 1, shown in 2, the utility model comprises the skeleton cage 2 in the pile body 1, and coaxial line is provided with reinforced plastic bar 3 on the skeleton cage 2 of said pile body 1 pressurized one side, is drawn that coaxial line is provided with post-tensioned prestressing steel strand cable 4 on the skeleton cage 2 of a side.In the present embodiment, drawn that coaxial line is provided with 4 post-tensioned prestressing steel strand cables 4 on the skeleton cage 2 of a side.
In the present embodiment, said reinforced plastic bar 3 is the carbon fiber bar, and the diameter of reinforced plastic bar 3 is 10mm, and diameter of rod is according to the size setting of pile body holding capacity.
In the present embodiment, the external surface of reinforced plastic bar 3 is provided with screw thread (diagram is not provided).
As shown in Figure 1, said steel strand cable 4 upper ends are provided with the fixed connecting piece 5 after the stretch-draw, and said steel strand cable upper end and connector thereof are positioned at the cushion cap face, between connector and cushion cap face, are provided with billet.In the present embodiment, connector 5 is selected ground tackle for use.
Said steel strand cable 4 lower ends are provided with an enlarged footing 6, and said enlarged footing 6 is for the extruding anchor, and is as shown in Figure 1, on the post-tensioned prestressing steel strand cable 4 above the extruding anchor 6, are provided with billet 7.
Still as shown in Figure 1, the steel strand cable top between fixed connecting piece 5 and enlarged footing 6 is provided with sleeve pipe 8, steel strand cable bottom and pile body bonding.
After pile body perfusion was good, cushion cap (can not do cushion cap for stressed less pile body, cushion cap or be referred to as Guan Liang) was done in the upper end then.Wait to reach certain intensity, with ground tackle it is locked again behind the stretch-draw steel strand cable.Can be according to the excavation of foundation pit degree of depth, gradation stretch-draw steel strand cable for example, excavates one of certain depth post tensioning, digs one of the stretch-draw again of certain degree of depth again.。。。
Said reinforced plastic bar is the glass fiber bar.All the other are implemented like embodiment 1.
Said reinforced plastic bar is the aramid fiber bar.All the other are implemented like embodiment 1.
Claims (9)
1. a prestress steel strand cable, reinforced plastic bar composite construction supporting cantilever pile; Comprise the skeleton cage in the pile body; It is characterized in that: said pile body is drawn the skeleton cage upper skeleton muscle of a side to have at least one to be the prestress steel strand cable, and the skeleton muscle of remainder is reinforced plastic bar or tubing.
2. a kind of prestress steel strand cable as claimed in claim 1, reinforced plastic bar composite construction supporting cantilever pile, it is characterized in that: said reinforced plastic bar or tubing are carbon fiber, glass fiber or aramid fiber bar or tubing.
3. according to claim 1 or claim 2 a kind of prestress steel strand cable, reinforced plastic bar composite construction supporting cantilever pile, it is characterized in that: the external surface of reinforced plastic bar or tubing is provided with convexity or is provided with screw thread or is rough surface.
4. a kind of prestress steel strand cable as claimed in claim 1, reinforced plastic bar composite construction supporting cantilever pile is characterized in that: said steel strand cable upper end is provided with the fixed connecting piece after the stretch-draw.
5. a kind of prestress steel strand cable as claimed in claim 4, reinforced plastic bar composite construction supporting cantilever pile is characterized in that: said steel strand cable upper end and connector thereof are positioned at the cushion cap face, between connector and cushion cap face, are provided with backing plate.
6. a kind of prestress steel strand cable as claimed in claim 1, reinforced plastic bar composite construction supporting cantilever pile, it is characterized in that: be provided with an enlarged footing on the said steel strand cable at least, when enlarged footing was one, said enlarged footing was arranged at the lower end of steel strand cable;
When enlarged footing is one when above, said enlarged footing sets gradually to the upper end from the lower end of steel strand cable.
7. a kind of prestress steel strand cable as claimed in claim 6, reinforced plastic bar composite construction supporting cantilever pile is characterized in that: said enlarged footing is nut or extruding anchor or concrete precast element.
8. a kind of prestress steel strand cable as claimed in claim 7, reinforced plastic bar composite construction supporting cantilever pile; It is characterized in that: when enlarged footing is concrete precast element; Said concrete precast element is provided with the hole, and post-tensioned prestressing steel strand cable passes said hole and connects fixing;
When enlarged footing is nut or extruding anchor, on the post-tensioned prestressing steel strand cable above nut or the extruding anchor, be provided with backing plate.
9. a kind of prestress steel strand cable as claimed in claim 6, reinforced plastic bar composite construction supporting cantilever pile, it is characterized in that: the steel strand cable top between fixed connecting piece and enlarged footing is provided with sleeve pipe, steel strand cable bottom and pile body bonding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201875914U CN202543912U (en) | 2012-04-28 | 2012-04-28 | Prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201875914U CN202543912U (en) | 2012-04-28 | 2012-04-28 | Prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202543912U true CN202543912U (en) | 2012-11-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201875914U Expired - Lifetime CN202543912U (en) | 2012-04-28 | 2012-04-28 | Prestressed steel stranded rope and reinforced plastic rod composite structural supporting cantilever pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202543912U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644277A (en) * | 2012-04-28 | 2012-08-22 | 从卫民 | Supporting cantilever pile with prestress steel bowstring and reinforced plastic rod composite structure |
-
2012
- 2012-04-28 CN CN2012201875914U patent/CN202543912U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644277A (en) * | 2012-04-28 | 2012-08-22 | 从卫民 | Supporting cantilever pile with prestress steel bowstring and reinforced plastic rod composite structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121121 |