CN203668926U - Foundation for tapered concrete piles - Google Patents
Foundation for tapered concrete piles Download PDFInfo
- Publication number
- CN203668926U CN203668926U CN201320881038.5U CN201320881038U CN203668926U CN 203668926 U CN203668926 U CN 203668926U CN 201320881038 U CN201320881038 U CN 201320881038U CN 203668926 U CN203668926 U CN 203668926U
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- Prior art keywords
- pile
- foundation
- shoe
- concrete piles
- tapered
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- 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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- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 31
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 4
- 238000004873 anchoring Methods 0.000 abstract 1
- 238000000926 separation method Methods 0.000 abstract 1
- 239000011178 precast concrete Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a foundation for tapered concrete piles. The foundation comprises the tapered concrete piles. Each tapered concrete pile comprises a pile body and a pile shoe, wherein the areas of the two ends of each pile shoe are unequal, a steel plate is arranged on the top of the end, with the smaller area, of each pile shoe, the top of each pile shoe is completely covered with the corresponding steel plate, the end, with the larger area, of each pile shoe and the corresponding pile body are connected into a whole, U-shaped rebars are evenly arranged on the outer walls of the pile bodies, two to four sets of U-shaped rebars are evenly arranged along the cross sections of the pile bodies, the anchoring ends of the U-shaped rebars are fixedly arranged in the pile bodies, notches of the U-shaped rebars face the pile bodies respectively, the separation distance between every two adjacent sets of U-shaped rebars in the longitudinal direction ranges from 0.5 m to 0.8 m, the distance between each U-shaped rebar and the top of the corresponding pile body is 0.3 m, and the U-shaped rebars of every two adjacent tapered concrete piles are bound through stirrups so that every two adjacent tapered concrete piles can be connected together and the foundation for the tapered concrete piles can be formed. According to the foundation for the tapered concrete piles, the pile shoes are of a footpace shape, the pile bodies are effectively prevented from tilting and sinking, the number of foundation treatment working procedures on the site is reduced, and construction is easy.
Description
Technical field
The utility model belongs to the shallow layer soft soil foundation treatment technology of civil engineering, is specifically related to a kind of concrete tapered pile basis.
Background technology
In recent years; in view of pile foundation can effectively suppress sedimentation, controls differential settlement and can realize the advantage of high-quality, standardization and large-scale production, the each side such as little, of many uses affected by environment; be widely used in building building construction on deep mud and saturated soft clay foundation, it has broad application prospects in China.But existing pile foundation is all generally to position by raft formula aperture plate (netted welded reinforcement), it needs a large amount of steel, and construction cost is high; It need to connect into entirety by the dowel of raft formula connection network and each piece, and the coherence request of the arrangement to each piece is higher, and difficulty of construction is large; In the time that pile body is settled, the breakage of shoe need to fill out rubble or rammed subgrade and prevent from pressing down pile body on-the-spot shallow layer soft soil time, working procedure complexity.Therefore, be necessary to study one both economical, working procedure easy pile foundation again.
Summary of the invention
The limitation problems such as the purpose of this utility model is to provide a kind of concrete tapered pile basis, while solving existing pile foundation construction, processes the existing site operation of on-the-spot rubble loaded down with trivial details, and the construction period is long.
The technical solution that realizes the utility model object is: a kind of concrete tapered pile basis, formed by several concrete tapered piles, concrete tapered pile comprises pile body and shoe, shoe two ends area is not etc., one end top little at area is provided with steel plate, steel plate wraps up top completely, one end and pile body that area is large connect as one, at pile body outer wall, U-shaped reinforcing bar is evenly set, along cross section, 2-4 group is evenly set, U-shaped Bar Anchorage end is fixed in pile body, notch is towards pile body, longitudinally every 0.5m-0.8m, one group of U-shaped reinforcing bar is set, and U-shaped reinforcing bar is apart from pile body top 0.3m, by stirrup by the U-shaped reinforcing bar binding of adjacent concrete tapered pile, adjacent concrete tapered pile is linked together, form concrete tapered pile basis.
Above-mentioned concrete tapered pile cross section is square or circular.
Every group of above-mentioned U-shaped reinforcing bar is no less than 1.
The utility model compared with prior art, its remarkable advantage: between (1) each centrum stake, be connected to each other, form Unified Global can effectively resist local sedimentation; (2) shoe part is halfpace type, effectively prevents inclination and the sinking of pile body; (3) reduce on-the-spot ground treatment construction order, construction is simple; (4) stick steel disc in shoe bottom, shoe bottom is destroyed when preventing that pile body from pressing down.
Accompanying drawing explanation
Fig. 1 is the connection diagram between precast concrete tapered pile of the present utility model.
Fig. 2 is precast concrete tapered pile shoe of the present utility model bottom B detail drawing.
Fig. 3 is square precast concrete tapered pile foundation plan of the present utility model.
Fig. 4 is circular precast concrete tapered pile plan view of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
First describe take cross section as foursquare 3*3 tapered pile as example below.
In conjunction with Fig. 1, Fig. 2 and Fig. 3, the utility model is a kind of concrete tapered pile basis, formed by several concrete tapered piles 1, concrete tapered pile 1 comprises pile body 2 and shoe 3, pile body 2 cross sections are the square of length of side 40cm, shoe 3 two ends areas are not etc., the end section being connected with pile body 2 is the square of length of side 40cm, other end cross section is the square of length of side 10cm, and this end top that area is little is provided with steel plate 4, steel plate 4 wraps up top completely, at pile body 2 outer walls, U-shaped reinforcing bar 5 is evenly set, concrete tapered pile 1 in the middle of being positioned at, along cross section, 4 groups of U-shaped reinforcing bars 5 are evenly set, be positioned at concrete tapered pile 1 on corner position, along cross section, 2 groups of adjacent U-shaped reinforcing bars 5 be set respectively, remaining four concrete tapered pile 1 arranges respectively 3 groups of adjacent U-shaped reinforcing bars 5 along cross section, every group of above-mentioned U-shaped reinforcing bar 5 has 1 reinforcing bar, U-shaped reinforcing bar 5 anchored end are fixed in pile body 2, notch is towards pile body 2, U-shaped reinforcing bar 5 is apart from pile body top 0.3m, longitudinally every 0.6m, one group of U-shaped reinforcing bar 5 is set.
Specific construction step is as follows:
Step 1: taper concrete pile 1 be transported to scene is prefabricated in the factory.
Step 2: carry out at the construction field (site) simple ground processing, throwing rubble.
Step 3: taper concrete pile 1 is placed in to precalculated position.
Step 4: press down taper concrete pile 1 and make steel plate 4 half of shoe 3 bottoms be absorbed in the soil body.
Step 5: use stirrup 6 by U-shaped reinforcing bar 5 colligations of adjacent concrete tapered pile 1.
Step 6: filling 40-50mm Stone compacting between concrete tapered pile 1.
Step 7: build C25 concrete seven and make each pile body form an entirety between concrete tapered pile 1.
Below describe take cross section as circular 4*4 tapered pile as example again
In conjunction with Fig. 1, Fig. 2 and Fig. 4, the utility model is a kind of concrete tapered pile basis, formed by several concrete tapered piles 1, concrete tapered pile 1 comprises pile body 2 and shoe 3, pile body 2 cross sections are the circle of diameter 40cm, shoe 3 two ends areas are not etc., the end section being connected with pile body is the circle of diameter 40cm, other end cross section is the circle of diameter 10cm, and be provided with steel plate 4 at this end top, steel plate 4 wraps up top completely, at pile body 2 outer walls, U-shaped reinforcing bar 5 is evenly set, four concrete tapered piles 1 that are positioned at center evenly arrange 4 groups of U-shaped reinforcing bars 5 along cross section, be positioned at concrete tapered pile 1 on corner position, along cross section, 2 groups of adjacent U-shaped reinforcing bars 5 be set respectively, remaining eight concrete tapered pile 1 arranges respectively 3 groups of adjacent U-shaped reinforcing bars 5 along cross section, every group of above-mentioned U-shaped reinforcing bar 5 has 2 reinforcing bars, U-shaped reinforcing bar 5 anchored end are fixed in pile body 2, notch is towards pile body 2, U-shaped reinforcing bar 5 is apart from pile body top 0.3m, longitudinally every 0.8m, one group of U-shaped reinforcing bar 5 is set.
Specific construction step is as follows:
Step 1: taper concrete pile 1 be transported to scene is prefabricated in the factory.
Step 2: carry out at the construction field (site) simple ground processing, throwing rubble.
Step 3: taper concrete pile 1 is placed in to precalculated position.
Step 4: press down taper concrete pile 1 and make steel plate 4 half of shoe 3 bottoms be absorbed in the soil body.
Step 5: use stirrup 6 by U-shaped reinforcing bar 5 colligations of adjacent concrete tapered pile 1.
Step 6: filling 40-50mm Stone compacting between concrete tapered pile 1.
Step 7: build C25 concrete seven and make each pile body form an entirety between concrete tapered pile 1.
Claims (3)
1. a concrete tapered pile basis, it is characterized in that: formed by several concrete tapered piles (1), concrete tapered pile (1) comprises pile body (2) and shoe (3), shoe (3) two ends area is not etc., be provided with steel plate (4) at the little top, one end of area, steel plate (4) wraps up top completely, one end that area is large and pile body (2) connect as one, at pile body (2) outer wall, U-shaped reinforcing bar is evenly set, along cross section, 2-4 group is evenly set, U-shaped reinforcing bar (5) anchored end is fixed in pile body (2), notch is towards pile body (2), longitudinally every 0.5m-0.8m, one group of U-shaped reinforcing bar is set, and U-shaped reinforcing bar (5) is apart from pile body top 0.3m, by stirrup by U-shaped reinforcing bar (5) colligation of adjacent concrete tapered pile, adjacent concrete tapered pile is linked together, form concrete tapered pile basis.
2. concrete tapered pile according to claim 1 basis, is characterized in that: above-mentioned concrete tapered pile (1) cross section is square or circular.
3. concrete tapered pile according to claim 1 basis, is characterized in that: every group of above-mentioned U-shaped reinforcing bar (5) is no less than 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320881038.5U CN203668926U (en) | 2013-12-30 | 2013-12-30 | Foundation for tapered concrete piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320881038.5U CN203668926U (en) | 2013-12-30 | 2013-12-30 | Foundation for tapered concrete piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203668926U true CN203668926U (en) | 2014-06-25 |
Family
ID=50965242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320881038.5U Expired - Fee Related CN203668926U (en) | 2013-12-30 | 2013-12-30 | Foundation for tapered concrete piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203668926U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711124A (en) * | 2013-12-30 | 2014-04-09 | 江苏省交通科学研究院股份有限公司 | Concrete tapered pile foundation |
| CN105568963A (en) * | 2015-12-18 | 2016-05-11 | 中国石油天然气集团公司 | Concrete pile and manufacturing method thereof |
-
2013
- 2013-12-30 CN CN201320881038.5U patent/CN203668926U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711124A (en) * | 2013-12-30 | 2014-04-09 | 江苏省交通科学研究院股份有限公司 | Concrete tapered pile foundation |
| CN103711124B (en) * | 2013-12-30 | 2016-03-23 | 苏交科集团股份有限公司 | Concrete tapered pile basis |
| CN105568963A (en) * | 2015-12-18 | 2016-05-11 | 中国石油天然气集团公司 | Concrete pile and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 210019 the Fuchun River East Street, Jianye District, Nanjing, Jiangsu 8 Patentee after: JSTI GROUP Co.,Ltd. Address before: 210017 No. 223 Simon Street, Jiangsu, Nanjing Patentee before: JIANGSU TRANSPORTATION RESEARCH INSTITUTE Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200629 Address after: 223001 No. 88 Dagu Road, Guzhuang Village, Mianzhuang Town, Huaiyin District, Huaian City, Jiangsu Province Co-patentee after: Nanjing Tech University Patentee after: JIANGSU XINGCHENGYUAN ENGINEERING CONSULTATION Co.,Ltd. Address before: 210019 the Fuchun River East Street, Jianye District, Nanjing, Jiangsu 8 Patentee before: JSTI GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |