CN207062939U - 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
- CN207062939U CN207062939U CN201720363221.4U CN201720363221U CN207062939U CN 207062939 U CN207062939 U CN 207062939U CN 201720363221 U CN201720363221 U CN 201720363221U CN 207062939 U CN207062939 U CN 207062939U
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- pile
- steel reinforcement
- pile body
- helical form
- 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.)
- Expired - Fee Related
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- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a kind of concrete tubular pile with steel reinforcement cage, including pile body, it is arranged on metal enclosed end plate, the steel mesh reinforcement cage being arranged on inside the pile body of the pile body bottom, the helical form steel reinforcement cage for the winding of spiraling being arranged on outside pile body, it is characterised in that：Described metal enclosed end plate, steel mesh reinforcement cage and helical form steel reinforcement cage wraps the pile body by being welded into an entirety, and the concrete with swelling agent is irrigated in the pile tube.The purpose of this utility model is overcome the deficiencies in the prior art, there is provided the pile tube that a kind of shear-carrying capacity is strong and shock strength is high.
Description
Technical field
It the utility model is related 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, so that its pile strength is high, 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, because geology is softer or other reasonses, the possible run-off the straight of pile tube, so as to cause the end of pile tube or middle part to occur
Fracture, or because geology is harder, piling machine may fracture pile tube.Prior art is usually to hang out the pile tube of damage, weight
New pile sinking.The above situation causes the significant wastage and claim for eot of resource, or the pile tube of damage not to be found, and causes to build
Build the decline of quality.The purpose of this utility model is overcome the deficiencies in the prior art, there is provided a kind of shear-carrying capacity is by force and anti-
Shake the high pile tube of intensity, be not susceptible to be broken and fracture during pile sinking.
Utility model content
The utility model aims to solve the problem that the defects of prior art, there is provided a kind of concrete tubular pile with steel reinforcement cage, including stake
Body, the metal enclosed end plate for being arranged on the pile body bottom, the steel mesh reinforcement cage being arranged on inside the pile body, are arranged on pile body
The helical form steel reinforcement cage of outside winding of spiraling, it is characterised in that：Described metal enclosed end plate, steel mesh reinforcement cage and spiral steel
Muscle cage wraps the pile body by being welded into an entirety.
Preferably, the spiral reinforcement cage includes some pre-stressed longitudinal reinforced.
Preferably, the tangent line at any point on the steel wire of the helical form steel reinforcement cage and horizontal angle are 30 °.
Preferably, concrete of the perfusion with swelling agent in the pile tube.
Brief description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical scheme in the utility model patent
The accompanying drawing used is briefly described, it should be apparent that, drawings in the following description are only some implementations of the present utility model
Example, for those of ordinary skill in the art, on the premise of not paying creative work, can also be obtained according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is a kind of structural representation of concrete tubular pile with steel reinforcement cage provided by the utility model.
[reference 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.
Embodiment
It is new to this practicality below in conjunction with accompanying drawing to make the purpose of this utility model, technical scheme and advantage clearer
The embodiment of type is described in further detail.Those skilled in the art can be as the content disclosed by this specification easily
Solve other advantages and effect of the present utility model.The utility model can also be subject to reality by way of a different and different embodiment
Apply or apply, the various details in this specification can also be based on different viewpoints and application, without departing from of the present utility model
Spirit is lower to carry out various modifications or alterations.
Above and other technical characteristic and beneficial effect, will in conjunction with the embodiments and accompanying drawing is to prestressed pipe of the present utility model
Stake is described in detail.As illustrated, the structure that Fig. 1 is a kind of concrete tubular pile with steel reinforcement cage provided by the utility model is shown
It is intended to.
As shown in figure 1, the utility model provides a kind of concrete tubular pile with steel reinforcement cage, including pile body 3, be arranged on it is described
The metal enclosed end plate 2 of pile body bottom, the steel mesh reinforcement cage 5 being arranged on inside the pile body, are arranged on spiraling outside pile body
The helical form steel reinforcement cage 1 of winding, the tangent line at any point on the steel wire of the helical form steel reinforcement cage are with horizontal angle
30 °, the helical form steel reinforcement cage includes some pre-stressed longitudinal reinforced 4, described metal enclosed end plate 2, steel mesh reinforcement cage 5 and spiral
Shape steel reinforcement cage 1 wraps the pile body by being welded into an entirety, and the concrete with swelling agent is irrigated in the pile tube.
Finally it should be noted that：Obviously, above-described embodiment is only intended to clearly illustrate the utility model example,
And the restriction not to embodiment.For those of ordinary skill in the field, may be used also on the basis of the above description
To make other changes in different forms.There is no necessity and possibility to exhaust all the enbodiments.And thus
Among the obvious changes or variations amplified out is still in the scope of protection of the utility model.
Claims (2)
1. a kind of concrete tubular pile with steel reinforcement cage, including pile body, the metal enclosed end plate for being arranged on the pile body bottom, setting
Steel mesh reinforcement cage inside the pile body, the helical form steel reinforcement cage for the winding of spiraling being arranged on outside pile body, it is characterised in that：
Described metal enclosed end plate, steel mesh reinforcement cage and helical form steel reinforcement cage wraps the stake by being welded into an entirety
Body；The helical form steel reinforcement cage includes some pre-stressed longitudinal reinforced；Any point on the steel wire of the helical form steel reinforcement cage cut
Line and horizontal angle are 30 °.
A kind of 2. concrete tubular pile with steel reinforcement cage according to claim 1, it is characterised in that：Perfusion band in the pile tube
The concrete of swelling agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720363221.4U CN207062939U (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 |
|---|---|---|---|
| CN201720363221.4U CN207062939U (en) | 2017-04-07 | 2017-04-07 | A kind of concrete tubular pile with steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062939U true CN207062939U (en) | 2018-03-02 |
Family
ID=61502001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720363221.4U Expired - Fee Related CN207062939U (en) | 2017-04-07 | 2017-04-07 | A kind of concrete tubular pile with steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207062939U (en) |
-
2017
- 2017-04-07 CN CN201720363221.4U patent/CN207062939U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 |