CN206034423U - Concrete pile - Google Patents
Concrete pile Download PDFInfo
- Publication number
- CN206034423U CN206034423U CN201620867244.4U CN201620867244U CN206034423U CN 206034423 U CN206034423 U CN 206034423U CN 201620867244 U CN201620867244 U CN 201620867244U CN 206034423 U CN206034423 U CN 206034423U
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- China
- Prior art keywords
- concrete
- annular
- stirrup
- concrete column
- reinforcing bar
- 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 46
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000002787 reinforcement Effects 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 8
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000000338 in vitro Methods 0.000 claims 1
- 238000001727 in vivo Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a concrete pile, concrete pile includes concrete column, rebar skeleton cage, concrete column is the interior circular hollow core cylinder of outer regular hexagon, rebar skeleton cage includes reinforcing bar board, first round circumferential reinforcing bar hoop, second circle circumferential reinforcing bar hoop, third circle circumferential reinforcing bar hoop, first round circumferential reinforcing bar hoop, second circle circumferential reinforcing bar bind round the samely with third circle circumferential reinforcing bar hoop shape size, last first round circumferential reinforcing bar hoop, the second circle circumferential reinforcing bar hoop of rebar skeleton cage sets up in concrete column with third circle circumferential reinforcing bar hoop, the third of reinforcing bar board width sets up in the hollow part of concrete column to half, the utility model discloses a concrete pile is big with the frictional force of the soil body, resistance to plucking core ability reinforce, and bearing capacity increases to reduce the reinforcing bar quantity, reduce construction costs.
Description
Technical field
This utility model is related to technical field of buildings, and in particular to a kind of concrete-pile.
Background technology
Stake made by concrete-pile concrete, including ordinary reinforced concrete, prestressed concrete.With saving timber
With steel, it is durable in use, cheap the advantages of, be widely used in waterwork, industrial building, civil buildings and bridge
Foundation engineering, is also commonly used for antiskid or the water proof of side slope and pattern foundation pit supporting structure；Current concrete-pile and cushion cap foundation, post, the company of beam
Connecing general insertion after steel reinforcement framework cage using concrete-pile inner chamber carries out the method for filling out core using concrete again, due to concrete-pile
Inwall smoother, wadding weft variation is poor with the adhesion strength of inwall, easily makes armored concrete fill out core and is pulled out, so as to
Cause concrete-pile to separate from cushion cap foundation, post, beam, so as to cause construction quality security incident, cause huge life to pacify
Complete and property loss.
Utility model content
A purpose of the present utility model is for the problems referred to above, there is provided a kind of concrete-pile, coagulation of the present utility model
Native stake is big with the frictional force of the soil body, and resistance to plucking core ability is strong, and weight capacity increases, and reduces amount of reinforcement, reduces building cost.
This utility model provide technical scheme be：
A kind of concrete-pile, including concrete column, steel reinforcement framework cage, the concrete column is outer regular hexagon inner circle
Shape hollow cylinder；The steel reinforcement framework cage includes reinforced slab, the first annular stirrup, the second annular stirrup, the 3rd circle
Steel hoop hoop；The first annular stirrup, the second annular stirrup and the 3rd annular stirrup shape size phase
Together, the outside diameter of the first annular stirrup, the second annular stirrup and the 3rd annular stirrup is more than coagulation
Circular diameter and less than the external orthohexagonal inscribed circle diameter of concrete column in earth pillar body；The reinforced slab is rectangle,
The reinforced slab length and concrete column be contour/less than concrete column height and it is more than concrete column mid-height, institute
State at least 6 pieces of reinforced slab, the upper end on the long side of the reinforced slab is fixedly connected by welding in the first annular stirrup
On wall, the reinforced slab is fixedly connected by welding on the second annular stirrup inwall in the middle part of long side, the steel
The lower end on the long side of gusset is fixedly connected by welding on the 3rd annular stirrup inwall, the first annular reinforcing bar
Hoop, the second annular stirrup are parallel with the 3rd annular stirrup, the first annular stirrup on the steel reinforcement framework cage,
Second annular stirrup and the 3rd annular stirrup are arranged in concrete column body, and the reinforced slab width at least three/
One is arranged on concrete column hollow parts.
Preferably, in the concrete column diameter of a circle less than/be equal to two points of outer regular hexagon inscribed circle diameter
One of.
Preferably, the circle of the first annular stirrup, the second annular stirrup and the 3rd annular stirrup
Ring thickness is 2-3 centimetre.
Preferably, the first annular stirrup, the second annular stirrup and the 3rd annular stirrup is outer
Circular diameter is 3/4ths of outer regular hexagon inscribed circle diameter, and the diameter of the concrete column inner circular is equal to outer positive six side
/ 2nd of shape inscribed circle diameter.
Preferably, at least one piece reinforced slab is arranged on orthohexagonal relative outside the concrete column upper end
The connection diagonal on summit is connected on the tangent plane that diagonal is formed with the outer orthohexagonal opposed apexes of opposing lower end.
Preferably, 1/2nd of the reinforced slab width are arranged on concrete column hollow parts.
Preferably, the thickness of the reinforced slab is 2-3 centimetre.
Preferably, the external orthohexagonal opposed apexes diagonal of the concrete column is 40-80 centimetre.
The beneficial effects of the utility model are as follows：
Concrete-pile of the present utility model is outer regular hexagon inner circular hollow cylinder, and outer regular hexagon can dramatically increase mixed
The stake of solidifying soil and the frictional force of the soil body, are combined with the steel reinforcement framework cage in concrete-pile body, significantly improve holding for concrete-pile
Beijing South Maxpower Technology Co. Ltd's power；Steel reinforcement framework cage half is placed in concrete-pile body, and half is placed in concrete-pile hollow cylinder, by framework of steel reinforcement
Reinforced slab on cage increased the frictional force and cohesive force of concrete-pile and the soil body, significantly improve the resistance to plucking core energy of concrete-pile
Power, improves the safety of construction, and the consumption of effectively save reinforcing bar, reduces building cost.
Description of the drawings
Structural representations of the Fig. 1 for this utility model concrete-pile
Structural perspectives of the Fig. 2 for this utility model concrete-pile
Top views of the Fig. 3 for this utility model concrete-pile
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described in further detail, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
As Figure 1-3, a kind of concrete-pile 1, including concrete column 2, steel reinforcement framework cage 3, concrete column 2 is outer
Regular hexagon inner circular hollow cylinder, the cylinder of outer hexagon can increase the frictional force of cylinder itself, the energy when inserting in the soil body
The frictional force of cylinder and the soil body is dramatically increased, withdrawal resistance is effectively improved；Steel reinforcement framework cage 3 includes reinforced slab 31, the first annular
Stirrup 32, the second annular stirrup 33, the 3rd annular stirrup 34；First annular stirrup 32, the second annular
Stirrup 33 is identical with 34 shape size of the 3rd annular stirrup, and thickness is 2-3 centimetre, the first annular stirrup 32, the
The outside diameter of two annular stirrups 33 and the 3rd annular stirrup 34 be outer regular hexagon inscribed circle diameter four/
Three, the diameter of concrete column inner circular is equal to 1/2nd of outer regular hexagon inscribed circle diameter, and annular stirrup is arranged
In concrete column body, the weight capacity of concrete-pile is effectively improved；Reinforced slab 31 is rectangle, reinforced slab length and concrete
Cylinder 2 is contour, at least 6 pieces frictional force that can improve cylinder hollow parts of reinforced slab 31, and the upper end on 31 long side of reinforced slab is by weldering
Connect and be fixedly connected on 32 inwall of the first annular stirrup, reinforced slab is fixedly connected by welding second in the middle part of 31 long side
On 33 inwall of annular stirrup, the lower end on 31 long side of reinforced slab is fixedly connected by welding in the 3rd annular stirrup 34
On wall, the first annular stirrup 32, the second annular stirrup 33 are parallel with the 3rd annular stirrup 34, form one admittedly
Fixed column structure, significantly increases the comprcssive strength and weight capacity of framework of steel reinforcement dragon, the first annulus on steel reinforcement framework cage 3
Shape stirrup 32, the second annular stirrup 33 and the 3rd annular stirrup 34 are arranged in concrete column body, reinforced slab 31
Width at least 1/3rd is arranged on 2 hollow parts of concrete column；Reinforced slab 31 is arranged on outside 2 upper end of the concrete column
The connection diagonal of orthohexagonal opposed apexes is formed with the connection diagonal of the outer orthohexagonal opposed apexes of opposing lower end
Tangent plane on；/ 2nd of 31 width of reinforced slab are arranged on 2 hollow parts of concrete column；The thickness of the reinforced slab 31 used
For 2 centimetres, 2 outer orthohexagonal opposed apexes diagonal of concrete column is 40 centimetres.
Although embodiment of the present utility model is disclosed as above, which is not restricted in description and embodiment
Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the general concept limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to and shown here as the embodiment with description with new.
Claims (8)
1. a kind of concrete-pile, including concrete column, steel reinforcement framework cage, it is characterised in that the concrete column for it is outer just
Hexagon inner circular hollow cylinder；The steel reinforcement framework cage includes reinforced slab, the first annular stirrup, the second annular reinforcing bar
Hoop, the 3rd annular stirrup；The first annular stirrup, the second annular stirrup and the 3rd annular reinforcing bar hoop
Shape size is identical, the outside diameter of the first annular stirrup, the second annular stirrup and the 3rd annular stirrup
More than concrete column inner circular diameter and less than the external orthohexagonal inscribed circle diameter of concrete column；The reinforced slab is
Rectangle, the reinforced slab length and concrete column be contour/less than concrete column height and more than concrete column height
Half, at least 6 pieces of the reinforced slab, the upper end on the long side of the reinforced slab are fixedly connected by welding in the first annular steel
On muscle hoop inwall, the reinforced slab is fixedly connected by welding on the second annular stirrup inwall in the middle part of long side,
The lower end on the long side of the reinforced slab is fixedly connected by welding on the 3rd annular stirrup inwall, first annulus
Shape stirrup, the second annular stirrup are parallel with the 3rd annular stirrup, the first annular on the steel reinforcement framework cage
Stirrup, the second annular stirrup and the 3rd annular stirrup are arranged in concrete column body, the reinforced slab width
1/1 to two/3rds is arranged on concrete column hollow parts.
2. concrete-pile as claimed in claim 1, it is characterised in that diameter of a circle be less than/is equal in the concrete column
/ 2nd of outer regular hexagon inscribed circle diameter.
3. concrete-pile as claimed in claim 1, it is characterised in that the first annular stirrup, the second annular steel
The annulus thickness of muscle hoop and the 3rd annular stirrup is 2-3 centimetre.
4. concrete-pile as claimed in claim 1, it is characterised in that the first annular stirrup, the second annular steel
The outside diameter of muscle hoop and the 3rd annular stirrup is 3/4ths of outer regular hexagon inscribed circle diameter, the concrete column
Circular diameter is equal to 1/2nd of outer regular hexagon inscribed circle diameter in vivo.
5. concrete-pile as claimed in claim 1, it is characterised in that at least one piece reinforced slab is arranged on the coagulation
The company of the outer orthohexagonal opposed apexes of connection diagonal and opposing lower end of orthohexagonal opposed apexes outside earth pillar body upper end
Connect on the tangent plane of diagonal formation.
6. concrete-pile as claimed in claim 1, it is characterised in that 1/2nd of the reinforced slab width are arranged on coagulation
Earth pillar body hollow parts.
7. concrete-pile as claimed in claim 1, it is characterised in that the thickness of the reinforced slab is 2-3 centimetre.
8. the concrete-pile as described in arbitrary in claim 1-7, it is characterised in that the concrete column is orthohexagonal in vitro
Opposed apexes diagonal is 40-80 centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620867244.4U CN206034423U8 (en) | 2016-08-11 | 2016-08-11 | Concrete-pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620867244.4U CN206034423U8 (en) | 2016-08-11 | 2016-08-11 | Concrete-pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN206034423U true CN206034423U (en) | 2017-03-22 |
| CN206034423U8 CN206034423U8 (en) | 2017-05-10 |
Family
ID=58308754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620867244.4U Expired - Fee Related CN206034423U8 (en) | 2016-08-11 | 2016-08-11 | Concrete-pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034423U8 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087989A (en) * | 2016-08-11 | 2016-11-09 | 广西棕海园林工程有限公司 | Concrete-pile |
-
2016
- 2016-08-11 CN CN201620867244.4U patent/CN206034423U8/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087989A (en) * | 2016-08-11 | 2016-11-09 | 广西棕海园林工程有限公司 | Concrete-pile |
| CN106087989B (en) * | 2016-08-11 | 2018-11-02 | 广西棕海园林工程有限公司 | Concrete-pile |
Also Published As
| Publication number | Publication date |
|---|---|
| CN206034423U8 (en) | 2017-05-10 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Weijian Inventor after: Yu Gang Inventor after: Cai Chengxiang Inventor after: Jia Huiping Inventor after: Chao Huixia Inventor after: Luo Xiangsheng Inventor after: Liu Zijie Inventor after: Shi Haixin Inventor after: Zhang Haiyan Inventor before: Liu Xiaoyan |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: 535011 the Guangxi Zhuang Autonomous Region Binhai New Area, Qinnan Binhai Road, No. 12, No. Patentee after: Beibu Gulf University Address before: Xingning Chang Gang Road Nanning city 530023 No. 179 the Guangxi Zhuang Autonomous Region Sheng day green No. 5 unit 1 Building No. 905 Patentee before: GUANGXI ZONGHAI LANDSCAPE ENGINEERING CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CU01 | Correction of utility model |
Correction item: Patentee|Address|Inventor Correct: Qinzhou Univarsity|535011 the Guangxi Zhuang Autonomous Region Binhai New Area, Qinnan Binhai Road, No. 12, No.|Wang Weijian|Yu Gang|Cai Chengxiang|Jia Huiping|Chao Huixia|Luo Xiangsheng|Liu Zijie|Shi Haixin|Zhang Haiyan False: Guangxi Palm Garden Engineering Co., Ltd.|Xingning Chang Gang Road Nanning city 530023 No. 179 the Guangxi Zhuang Autonomous Region Sheng day green No. 5 unit 1 Building No. 905|Liu Xiaoyan Number: 12 Page: The title page Volume: 33 |
|
| CU01 | Correction of utility model | ||
| CU03 | Publication of corrected utility model |
Correction item: Patentee|Address|Inventor Correct: Qinzhou Univarsity|535011 the Guangxi Zhuang Autonomous Region Binhai New Area, Qinnan Binhai Road, No. 12, No.|Wang Weijian|Yu Gang|Cai Chengxiang|Jia Huiping|Chao Huixia|Luo Xiangsheng|Liu Zijie|Shi Haixin|Zhang Haiyan False: Guangxi Palm Garden Engineering Co., Ltd.|Xingning Chang Gang Road Nanning city 530023 No. 179 the Guangxi Zhuang Autonomous Region Sheng day green No. 5 unit 1 Building No. 905|Liu Xiaoyan Number: 12 Volume: 33 |
|
| CU03 | Publication of corrected utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20170811 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |