CN108691312A - A kind of concrete tubular pile with steel reinforcement cage - Google Patents
A kind of concrete tubular pile with steel reinforcement cage Download PDFInfo
- Publication number
- CN108691312A CN108691312A CN201710222885.3A CN201710222885A CN108691312A CN 108691312 A CN108691312 A CN 108691312A CN 201710222885 A CN201710222885 A CN 201710222885A CN 108691312 A CN108691312 A CN 108691312A
- Authority
- CN
- China
- Prior art keywords
- pile
- reinforcement cage
- steel reinforcement
- helical form
- pile body
- 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
Classifications
-
- 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
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
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)
- Piles And Underground Anchors (AREA)
Abstract
The present invention provides a kind of concrete tubular pile with steel reinforcement cage, including pile body, metal enclosed end plate in the pile body bottom, the steel mesh reinforcement cage that is arranged inside the pile body, the helical form steel reinforcement cage for the winding of spiraling being arranged outside pile body is arranged, it is characterised in that:Metal enclosed end plate, steel mesh reinforcement cage and the helical form steel reinforcement cage wraps the pile body by being welded into an entirety, and the concrete with swelling agent is perfused in the pile pile.It is an object of the invention to overcome the deficiencies of the prior art and provide the pile piles that a kind of shear-carrying capacity is strong and shock strength is high.
Description
Technical field
The present invention relates to a kind of stake for building, specifically a kind of concrete tubular pile with steel reinforcement cage.
Background technology
The one kind of concrete tubular pile as prefabricated pile basis is high with its pile strength, vertical bearing capacity of single pile is big, pile matter
Reliable, short construction period, case unit capacity cost are measured than the advantages that cheap, design Application Range is wide by domestic and international extensive use.
In pile sinking, since geology is softer or other reasons, the possible run-off the straight of pile pile, end or middle part to cause pile pile occur
Fracture, or since geology is harder, piling machine may fracture pile pile.The prior art is usually to hang out the pile pile of damage, weight
New pile sinking.The above situation causes the significant wastage and claim for eot of resource, or the pile pile of damage not to be found, and causes to build
Build the decline of quality.It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of shear-carrying capacity is strong and antidetonation is strong
Spend high pile pile, when pile sinking is not susceptible to be broken and fracture.
Invention content
Present invention seek to address that the defect of the prior art, a kind of concrete tubular pile with steel reinforcement cage is provided, including pile body, set
Metal enclosed end plate in the pile body bottom, the steel mesh reinforcement cage that is arranged inside the pile body are set, is arranged outside pile body
Winding of spiraling helical form steel reinforcement cage, it is characterised in that:Metal enclosed end plate, steel mesh reinforcement cage and the helical form reinforcing bar
Cage wraps the pile body by being welded into an entirety.
Preferably, the helical form steel reinforcement cage includes several pre-stressed longitudinal reinforced.
Preferably, the tangent line Yu horizontal angle at any point on the steel wire of the helical form steel reinforcement cage are 30 °.
Preferably, the concrete with swelling agent is perfused in the pile pile.
Description of the drawings
In order to illustrate more clearly of the technical solution in patent of the present invention, required use in being described below to embodiment
Attached drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for this
For the those of ordinary skill of field, without creative efforts, others are can also be obtained according to these attached drawings
Attached drawing.
Fig. 1 is a kind of structural schematic diagram of concrete tubular pile with steel reinforcement cage provided by the invention.
[Fu Tubiaoji ] in figure;:
1. helical form steel reinforcement cage, 2. metal enclosed end plates, 3. pile bodies, 4. is pre-stressed longitudinal reinforced, 5. steel mesh reinforcement cages.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, the implementation below in conjunction with attached drawing to the present invention
Mode is described in further detail.Those skilled in the art can understand the present invention easily by the content disclosed by this specification
Other advantages and effect.The present invention can also be embodied or applied by other different embodiments, this explanation
Every details in book can also be based on different viewpoints and application, without departing from the spirit of the present invention carry out various modifications or
Change.
Above and other technical characteristic and advantageous effect, by conjunction with the embodiments and attached drawing to the present invention pile for prestressed pipe into
Row is described in detail.As shown, Fig. 1 is a kind of structural schematic diagram of concrete tubular pile with steel reinforcement cage provided by the invention.
As shown in Figure 1, the present invention provides a kind of concrete tubular pile with steel reinforcement cage, including pile body 3, setting in the pile body
The metal enclosed end plate 2 of bottom, the steel mesh reinforcement cage 5 being arranged inside the pile body, the winding of spiraling being arranged outside pile body
Helical form steel reinforcement cage 1, tangent line and the horizontal angle at any point on the steel wire of the helical form steel reinforcement cage are 30 °,
The helical form steel reinforcement cage includes several pre-stressed longitudinal reinforced 4, the metal enclosed end plate 2, steel mesh reinforcement cage 5 and helical form steel
Muscle cage 1 wraps the pile body by being welded into an entirety, and the concrete with swelling agent is perfused in the pile pile.
Finally it should be noted that:Obviously, the above embodiment is merely an example for clearly illustrating the present invention, and simultaneously
The non-restriction to embodiment.For those of ordinary skill in the art, it can also do on the basis of the above description
Go out other various forms of variations or variation.There is no necessity and possibility to exhaust all the enbodiments.And thus drawn
The obvious changes or variations that Shen goes out are still in the protection scope of this invention.
Claims (4)
1. a kind of concrete tubular pile with steel reinforcement cage, including pile body, metal enclosed end plate in the pile body bottom, setting are set
Steel mesh reinforcement cage inside the pile body, the helical form steel reinforcement cage for the winding of spiraling being arranged outside pile body, it is characterised in that:
Metal enclosed end plate, steel mesh reinforcement cage and the helical form steel reinforcement cage wraps the stake by being welded into an entirety
Body.
2. a kind of support device of pile pile delivery pipe according to claim 1, it is characterised in that:The helical form steel reinforcement cage
Including several pre-stressed longitudinal reinforced.
3. a kind of support device of pile pile delivery pipe according to claim 1, it is characterised in that:The helical form steel reinforcement cage
Steel wire on tangent line and the horizontal angle at any point be 30 °.
4. a kind of support device of pile pile delivery pipe according to claim 1, it is characterised in that:Band is perfused in the pile pile
The concrete of swelling agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710222885.3A CN108691312A (en) | 2017-04-07 | 2017-04-07 | A kind of concrete tubular pile with steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710222885.3A CN108691312A (en) | 2017-04-07 | 2017-04-07 | A kind of concrete tubular pile with steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108691312A true CN108691312A (en) | 2018-10-23 |
Family
ID=63842177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710222885.3A Pending CN108691312A (en) | 2017-04-07 | 2017-04-07 | A kind of concrete tubular pile with steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108691312A (en) |
-
2017
- 2017-04-07 CN CN201710222885.3A patent/CN108691312A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202073208U (en) | Concrete-filled steel tube shear wall | |
| CN212104060U (en) | Prestressed hollow pile with uplift structure | |
| CN104831818A (en) | Connection node of precast reinforced concrete beam and laminated column | |
| CN105649217A (en) | Profiled steel structure beam column joint for reverse construction of stiffened structure and construction method | |
| CN206680888U (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN204753836U (en) | Connected node of precast reinforced concrete roof beam and coincide post | |
| CN104060522A (en) | Integrated seamless abutment bridge applying double-layer flexible concrete-filled steel tube pile | |
| CN107034793A (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN204151798U (en) | A kind of steel reinforced concrete anti-slide pile structure | |
| CN205577260U (en) | Concrete column | |
| CN111021234A (en) | Self-resetting circular steel tube restrained reinforced concrete pier externally-wrapped column base node | |
| CN207685849U (en) | A kind of connection structure of concrete prefabricated cushion cap | |
| CN108691312A (en) | A kind of concrete tubular pile with steel reinforcement cage | |
| CN207672594U (en) | Large-span space structure foundation pile | |
| CN203905036U (en) | Stiff filling core structure of pre-stressed concrete pipe pile | |
| CN207062939U (en) | A kind of concrete tubular pile with steel reinforcement cage | |
| CN204418422U (en) | A kind of combined concrete shear wall | |
| CN103821161B (en) | Prestressed concrete pipe pile stiffness fills out cored structure | |
| CN202482886U (en) | Cast-in-place pile steel reinforcement cage for ultra-thick high compression peat soil layer structure | |
| CN206887941U (en) | The pile tube that a kind of core is reinforced | |
| CN108691313A (en) | The pile pile that a kind of core is reinforced | |
| CN103498571A (en) | Reinforcing stone structure utilizing through-wall reinforcement cages with externally-arranged wire meshes and construction method of reinforcing stone structure | |
| CN211523191U (en) | Big head pile | |
| CN204112212U (en) | The SCS concrete pier of steel tube of a kind of end built-in transverse syndeton | |
| CN209669861U (en) | Prestressed reinforced concrete screw thread tubular pole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181023 |