CN206859208U - Novel building concrete solid pile - Google Patents
Novel building concrete solid pile Download PDFInfo
- Publication number
- CN206859208U CN206859208U CN201720355683.1U CN201720355683U CN206859208U CN 206859208 U CN206859208 U CN 206859208U CN 201720355683 U CN201720355683 U CN 201720355683U CN 206859208 U CN206859208 U CN 206859208U
- Authority
- CN
- China
- Prior art keywords
- steel
- cage
- steel wire
- pile body
- reinforcement cage
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 19
- 239000007787 solid Substances 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 90
- 239000010959 steel Substances 0.000 claims abstract description 90
- 230000002787 reinforcement Effects 0.000 claims abstract description 50
- 239000003351 stiffener Substances 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- KQTVWCSONPJJPE-UHFFFAOYSA-N etridiazole Chemical compound CCOC1=NC(C(Cl)(Cl)Cl)=NS1 KQTVWCSONPJJPE-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of novel building concrete solid pile, including pile body, steel reinforcement cage main body is provided with pile body, pile body upper port is provided with stiffener ring, pile body lower end is provided with shoe, and shoe is integrally formed with pile body, the lateral surface fixed setting stirrup of pile body, also include steel wire, steel wire is arranged between steel reinforcement cage main body and pile body inwall, the utility model novel in structural design, and compressive property is good, concrete can be prevented to be lost in, it is possible to increase piling efficiency.
Description
Technical field
It the utility model is related to building stake technical field, specially novel building concrete solid pile.
Background technology
The continuous development of engineering technology, new piling bar and the reinforced concrete pile purposes in engineering construction are more and more extensive；
In large-scale modern basic operation such as high ferro, bridge, harbour, high building etc., the maximization of stake diameter turns into trend.Existing large-scale stake work
Method has bored concrete pile, prefabricated pile, the main stake method processed of three kinds of big footpath thin-wall cast-in-situ tubular pile, and bored concrete pile stake is directly in designed stake
Perforate on position, its section are circle, and steel reinforcement cage is placed in hole after pore-forming, and concrete perfusion forms, because this pore-forming irrigates
, dregs in hole, mud contamination generally be present and easily the problems such as collapse hole occur in stake；Prefabricated pile is in factory or job site system
Into various materials, various forms of stakes, such as concrete square pile, the stake of concrete filled circles, piling bar, stake is beaten with sinking apparatus
Enter, be pressed into or shake in burying, but large scale prefabricated stake needs to transport stake to construction area, and not only transport difficult, manufacture are difficult, sink
Stake is also difficult；For big footpath book wall cast-in-situ tubular pile because cylinder end seal is closed, end resistance is big and soil compaction, is generally used for reinforced soft soil ground side
Face, can not sinking construction if in pan soil.
Utility model content
The purpose of this utility model is to provide novel building concrete solid pile, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides following technical scheme：Novel building concrete solid pile, including
Pile body, the pile body is interior to be provided with steel reinforcement cage main body, and the pile body upper port is provided with stiffener ring, and the pile body lower end is provided with
Shoe, the W-shaped structure of shoe, and the shoe is integrally formed with pile body, the lateral surface fixed setting reinforcing bar of the pile body
Hoop, in addition to steel wire, the steel wire are arranged between steel reinforcement cage body outer wall and pile body outer wall.
Preferably, the steel reinforcement cage main body includes framework, steel reinforcement cage cage bar, reinforcing cage stirrup and steel reinforcement cage reinforcement,
The steel reinforcement cage cage bar encompasses tubular and is fixed on the inside of framework vertically, the reinforcing cage stirrup colligation in steel reinforcement cage cage bar,
The curved structure of steel reinforcement cage reinforcement, and be fixedly welded between steel reinforcement cage cage bar and reinforcing cage stirrup.
Preferably, a diameter of 5mm-7mm of the steel reinforcement cage cage bar；The a diameter of 3mm-5mm of reinforcing cage stirrup；It is described
A diameter of 8mm-10mm of steel reinforcement cage reinforcement.
Preferably, the steel wire includes steel wire frame, the first steel wire and the second steel wire, first steel wire and second
Steel wire cross weld is inside steel wire frame, and the angle between first steel wire and the second steel wire is 60 ° -90 °.
Preferably, in addition to steel plate, the Interal fixation are arranged in shoe, and the steel plate thickness is 5mm-10mm.With
Prior art is compared, and the beneficial effects of the utility model are：
(1) the utility model novel in structural design, it is good using steel reinforcement cage main body whole compressive strength, concrete can be prevented
It is lost in, using W shape structure shoes, can improves piling efficiency.
(2) in the utility model, steel wire is set between steel reinforcement cage main body and pile body inwall, can further improve stake
The compressive property of body.
(3) in the utility model, steel plate is fixed with shoe, it is possible to increase the anti-pressure ability of shoe.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model steel reinforcement cage agent structure schematic diagram；
Fig. 3 is steel wire top view of the present utility model.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.Fig. 1-3 are referred to, the utility model provides
A kind of technical scheme：Novel building concrete solid pile, including pile body 1, the pile body 1 is interior to be provided with steel reinforcement cage main body 2, described
The upper port of pile body 1 is provided with stiffener ring 3, and the lower end of pile body 1 is provided with shoe 4, the 4 W-shaped structure of shoe, and described
Shoe 4 is integrally formed with pile body 1；Using W shape structure shoes, it is possible to increase piling efficiency；The lateral surface of the pile body 1 is fixed and set
Stirrup 5, in addition to steel wire 6 are put, the steel wire 6 is arranged between the outer wall of steel reinforcement cage main body 2 and the outer wall of pile body 1.
In the present embodiment, steel reinforcement cage main body 2 includes framework 7, steel reinforcement cage cage bar 8, reinforcing cage stirrup 9 and steel reinforcement cage and strengthened
Muscle 10, the steel reinforcement cage cage bar 8 encompass tubular and are fixed on the inner side of framework 7 vertically, and the colligation of reinforcing cage stirrup 9 is in steel reinforcement cage
In cage bar 8, the 10 curved structure of steel reinforcement cage reinforcement, and be fixedly welded on steel reinforcement cage cage bar 8 and reinforcing cage stirrup 9 it
Between；A diameter of 5mm-7mm of steel reinforcement cage cage bar 8；9 a diameter of 3mm-5mm of reinforcing cage stirrup；The steel reinforcement cage reinforcement 10
A diameter of 8mm-10mm；Steel reinforcement cage reinforcement uses arcuate structure, it is possible to increase the lateral force of steel reinforcement cage main body, protection
Pile body.
In the present embodiment, steel wire 6 includes steel wire frame 11, the first steel wire 12 and the second steel wire 13, first steel wire
12 and the cross weld of the second steel wire 13 inside steel wire frame 12, and the angle between the steel wire 13 of first steel wire 12 and second
For 60 ° -90 °.In the utility model, steel wire is set between steel reinforcement cage main body and pile body inwall, can further improve stake
The compressive property of body.
In addition, in the present embodiment, in addition to steel plate 14, the steel plate 14 are fixedly installed in shoe 4, the steel plate 14 is thick
Spend for 5mm-10mm.In the utility model, steel plate is fixed with shoe, it is possible to increase the anti-pressure ability of shoe.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. novel building concrete solid pile, including pile body (1), it is characterised in that：Steel reinforcement cage master is provided with the pile body (1)
Body (2), pile body (1) upper port are provided with stiffener ring (3), and pile body (1) lower end is provided with shoe (4), the stake
Boots (4) W-shaped structure, and the shoe (4) is integrally formed with pile body (1), the lateral surface fixed setting reinforcing bar of the pile body (1)
Bind round (5), in addition to steel wire (6), the steel wire (6) are arranged between steel reinforcement cage main body (2) outer wall and pile body (1) outer wall.
2. novel building concrete solid pile according to claim 1, it is characterised in that：The steel reinforcement cage main body (2)
Including framework (7), steel reinforcement cage cage bar (8), reinforcing cage stirrup (9) and steel reinforcement cage reinforcement (10), the steel reinforcement cage cage bar (8)
The vertical tubular that encompasses is fixed on the inside of framework (7), and reinforcing cage stirrup (9) colligation is in steel reinforcement cage cage bar (8), the steel
Muscle cage reinforcement (10) curved structure, and be fixedly welded between steel reinforcement cage cage bar (8) and reinforcing cage stirrup (9).
3. novel building concrete solid pile according to claim 2, it is characterised in that：The steel reinforcement cage cage bar (8)
A diameter of 5mm-7mm；The a diameter of 3mm-5mm of the reinforcing cage stirrup (9)；The steel reinforcement cage reinforcement (10) it is a diameter of
8mm-10mm。
4. novel building concrete solid pile according to claim 1, it is characterised in that：The steel wire (6) includes
Steel wire frame (11), the first steel wire (12) and the second steel wire (13), first steel wire (12) and the second steel wire (13) intersect weldering
It is internal to be connected on steel wire frame (12), and the angle between first steel wire (12) and the second steel wire (13) is 60 ° -90 °.
5. novel building concrete solid pile according to claim 1, it is characterised in that：Also include steel plate (14), institute
State steel plate (14) to be fixedly installed in shoe (4), steel plate (14) thickness is 5mm-10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355683.1U CN206859208U (en) | 2017-04-07 | 2017-04-07 | Novel building concrete solid pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355683.1U CN206859208U (en) | 2017-04-07 | 2017-04-07 | Novel building concrete solid pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206859208U true CN206859208U (en) | 2018-01-09 |
Family
ID=60816722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720355683.1U Expired - Fee Related CN206859208U (en) | 2017-04-07 | 2017-04-07 | Novel building concrete solid pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206859208U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086540A (en) * | 2021-11-30 | 2022-02-25 | 中铁七局集团有限公司 | Steel reinforcement cage convenient to get into stake hole and can carry out centering adjustment |
-
2017
- 2017-04-07 CN CN201720355683.1U patent/CN206859208U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086540A (en) * | 2021-11-30 | 2022-02-25 | 中铁七局集团有限公司 | Steel reinforcement cage convenient to get into stake hole and can carry out centering adjustment |
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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 |
Granted publication date: 20180109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |