CN208183780U - A kind of resistance to plucking structure - Google Patents
A kind of resistance to plucking structure Download PDFInfo
- Publication number
- CN208183780U CN208183780U CN201820659072.0U CN201820659072U CN208183780U CN 208183780 U CN208183780 U CN 208183780U CN 201820659072 U CN201820659072 U CN 201820659072U CN 208183780 U CN208183780 U CN 208183780U
- Authority
- CN
- China
- Prior art keywords
- foundation platform
- bar body
- anchor pole
- end anchor
- resistance
- 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.)
- Active
Links
- 210000003205 muscle Anatomy 0.000 claims abstract description 21
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000002689 soil Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of resistance to plucking structures, several uplift piles including top foundation platform, below foundation platform and are embedded in the component that superstructure is connected in foundation platform；Wherein, foundation platform uses cylindrical reinforced concrete cushion cap；Uplift pile be it is multiple, be along the circumferential direction distributed in below foundation platform；Uplift pile use napiform root type anchor pole, including lower end anchor bar body and upper end anchor pole muscle, the bottom end of lower end anchor bar body it is spherical in shape；Lower end anchor bar body protrudes into below foundation platform, and length is not less than 4 times of foundation platform diameter；Upper end anchor pole muscle is inserted into foundation platform and length is 35 times of anchor pole muscle diameter.The utility model had not only increased the soil body to the frictional resistance of anchor pole, but also strengthen the withdrawal resistance of anchor bar body itself in conjunction with the diagonally disposed of anchor bar body using the anchor structure of napiform root type design.
Description
Technical field
The utility model belongs to geotechnical engineering field, and in particular to a kind of resistance to plucking structure using napiform root type uplift pile.
Background technique
Uplift pile basis is a kind of important pattern in building basis, it is widely used in transmission line foundation, towering builds
(structure) builds object basis, wind power foundation, communication tower basis, pond, civil air defense constructions and installations and basement anti-floating.Traditional resistance to plucking structure master
There are uplift pile, buried raft foundation, upright Pulling-Resistant Anchor Rod, enlarged footing uplift pile etc..In general cost is high, and some need is big
Type construction equipment, some anchor bolt supports provide the disadvantages of withdrawal resistance is smaller.
Summary of the invention
Purpose of the utility model is to solve defect existing in the prior art, a kind of easy construction and energy are provided
The structure for greatly reducing rock-bolt length, increasing withdrawal resistance.
In order to achieve the above object, the utility model provides a kind of resistance to plucking structure, including top foundation platform, is set to base
Several uplift piles below plinth cushion cap and it is embedded in the component that superstructure is connected in foundation platform；Wherein, foundation platform
Using cylindrical reinforced concrete cushion cap；Uplift pile be it is multiple, be along the circumferential direction distributed in below foundation platform；Uplift pile uses
Napiform root type anchor pole, including lower end anchor bar body and upper end anchor pole muscle, the bottom end of lower end anchor bar body it is spherical in shape；Lower end anchor bar body protrudes into base
Below plinth cushion cap, and length is not less than 4 times of foundation platform diameter；Upper end anchor pole muscle is inserted into foundation platform and length is anchor pole
35 times of muscle diameter.
Further, the spherical diameter of uplift pile bottom end is 3-4 times of lower end anchor bar body diameter.
Further, lower end anchor bar body is tilted towards outer arrangement, and tilt angle and plumb line are in 12-17 °；Upper end anchor pole muscle hangs down
Directly protrude between the reinforcing bar in foundation platform.
Further, uplift pile is equipped with three or more, and the spacing between adjacent upper end anchor pole muscle is not less than lower end anchor pole
10 times of body diameter.
The utility model has the advantage that compared with prior art
It had both increased the soil body in conjunction with the diagonally disposed of anchor bar body using the anchor structure that napiform root type designs and had rubbed to anchor pole
Resistance, and strengthen the withdrawal resistance of anchor bar body itself；Combined powerful resistance to plucking is formed by several ball root type anchor poles and cushion cap
Stress system overcomes traditional resistance to plucking structure deficiency, there is the advantages that at low cost, easy construction, short time limit, has good economic effect
Benefit, social benefit.
A point feature high using superficial part crust layer shearing strength can make full use of using this resistance to plucking structure simultaneously, provide
Very big withdrawal resistance, instead of costly uplift pile；Conventional anchor supporting body is substituted using expanding anchor bolt support in construction,
Greatly improve anchor bar body itself withdrawal resistance.Compared with traditional uplift pile, large scale equipment, easy construction, short time limit are not needed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram after drilling construction；
Fig. 2 is the structural schematic diagram after single anchor rod construction；
Fig. 3 is the structural schematic diagram after several anchor bolt constructions；
Fig. 4 is the top view after several anchor bolt constructions；
Fig. 5 is the structural schematic diagram after cushion cap reinforcement construction；
Fig. 6 is the structural schematic diagram of the utility model resistance to plucking structure.
In figure, 1- napiform root type anchor pole, the lower end 11- anchor bar body, the upper end 12- anchor pole muscle, the bottom 13- napiform root, 2- foundation platform,
21- coagulation bed course, 22- cushion cap reinforcing bar, 3- component, 4- foundation trench.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing.
As shown in fig. 6, the utility model resistance to plucking structure include top foundation platform 2, it is several below foundation platform
Root uplift pile and the component 3 for being embedded in connection superstructure in foundation platform.Wherein, foundation platform 2 uses cylindrical reinforcing steel
Concrete bearing platform.Uplift pile is multiple (6 are equipped in the present embodiment), is along the circumferential direction distributed in below foundation platform；Resistance to plucking
Stake uses napiform root type anchor pole 1, including lower end anchor bar body 11 and upper end anchor pole muscle 12, and the bottom end of lower end anchor bar body expands shape spherical in shape
At bottom napiform root 13.Lower end anchor bar body 11 protrudes into the lower section of foundation platform 2, and length is not less than 4 times of foundation platform diameter；On
It holds in the insertion foundation platform 2 of anchor pole muscle 12 and length is 35 times of anchor pole muscle diameter.
Specific construction process is as follows, in conjunction with shown in attached drawing 1 to 6:
(1) certain depth foundation trench 4 is excavated in below ground；
(2) drilling machine bores and plumb line is at the hole at 15 ° of (12-17 °) angles, and bore dia d=150mm is drilled into depth and is not less than
(D is top cushion cap foundation diameter) bores 1D depth still further below after 3 times of D, and borehole enlargement to 3-4d is formed bottom in this depth
Bulbous, as shown in Figure 1；
(3) the expanding enlarged footing anchor bolt support by length for+35 times of anchor pole muscle diameters of hole depth is put into step (2) institute
In pore-forming and open extension fixture；
(4) it uses jet grouting pile driving machine to spray the ratio of mud into hole and forms napiform root type anchor bar body for 0.8 cement slurry, such as scheme
Shown in 2；
(5) (2), (3), (4) step described in repeating circumferentially are not less than the equidistant pore-forming of 10d, and napiform root type by pitch of holes
Anchor pole number is not less than 3, and it is body formed to carry out more ball root type anchor poles, as shown in Figure 3, Figure 4；
(6) part for exposing 4 bottom surface of foundation trench is cut, i.e. anchor bar body upper end length is 35 times of anchor pole muscle diameter length parts
Laitance forms upper end anchor pole muscle 12；
(7) 100mm thickness C10 coagulation bed course 21 is poured；
(8) foundation platform reinforcing bar 22 is bound, and the upper end anchor pole muscle 12 of above-mentioned anchor bar body is anchored into cushion cap reinforcing bar 22, such as
Shown in Fig. 5；
(9) component 4 for connecting superstructure is fixed in cushion cap reinforcing bar 22；
(10) formwork supporting plate；
(11) cushion cap concrete is poured；
(12) combined system shared withdrawal resistance is collectively formed with foundation platform 2 in several ball root type anchor poles 1.
Claims (4)
1. a kind of resistance to plucking structure, several uplift piles including top foundation platform, below foundation platform and it is embedded in
The component of superstructure is connected in foundation platform；It is characterized by: the foundation platform uses cylindrical reinforced concrete cushion cap；
The uplift pile be it is multiple, be along the circumferential direction distributed in below the foundation platform；The uplift pile uses napiform root type anchor pole, packet
Lower end anchor bar body and upper end anchor pole muscle are included, the bottom end of lower end anchor bar body is spherical in shape；Lower end anchor bar body protrudes into below foundation platform, and
Length is not less than 4 times of the foundation platform diameter；Upper end anchor pole muscle is inserted into foundation platform and length is anchor pole muscle diameter
35 times.
2. resistance to plucking structure according to claim 1, it is characterised in that: the spherical diameter of the uplift pile bottom end is lower end anchor
3-4 times of shank diameter.
3. resistance to plucking structure according to claim 2, it is characterised in that: the lower end anchor bar body is tilted towards outer arrangement, inclination
Angle and plumb line are in 12-17 °；The upper end anchor pole muscle extends vertically between the reinforcing bar of the foundation platform.
4. resistance to plucking structure according to claim 3, it is characterised in that: the uplift pile be equipped with three or more, and it is adjacent on
Hold the spacing between anchor pole muscle not less than 10 times of lower end anchor bar body diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820659072.0U CN208183780U (en) | 2018-05-04 | 2018-05-04 | A kind of resistance to plucking structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820659072.0U CN208183780U (en) | 2018-05-04 | 2018-05-04 | A kind of resistance to plucking structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183780U true CN208183780U (en) | 2018-12-04 |
Family
ID=64432453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820659072.0U Active CN208183780U (en) | 2018-05-04 | 2018-05-04 | A kind of resistance to plucking structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208183780U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162326A (en) * | 2022-06-28 | 2022-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Joint supporting construction for improving horizontal bearing capacity of cement paste filling single pile |
-
2018
- 2018-05-04 CN CN201820659072.0U patent/CN208183780U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162326A (en) * | 2022-06-28 | 2022-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Joint supporting construction for improving horizontal bearing capacity of cement paste filling single pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100465386C (en) | Foundation Pit Supporting Method with Pile and Anchor | |
| CN101487355B (en) | Telegraph pole and its mounting and fixing method | |
| CN102031790A (en) | Construction process for rock enlarged toe anchor pile foundation of overhead power transmission line | |
| CN102787595B (en) | Double-acting self-stressing combined uplift pile and pile forming method | |
| CN109024651B (en) | Steel pipe concrete mixed pile foundation and construction method | |
| CN103993611A (en) | Anti-floating piled raft structure combining deep-layer jet-grouting cement-soil board and anchor and construction method | |
| CN102864781A (en) | Foundation pit supporting method utilizing inclined piles | |
| CN104863132A (en) | Bougainvillea spectabilis willd-shaped cement-soil mixing pile and shaping method thereof | |
| CN101694098B (en) | Recyclable prestressed tendon for soft oil support and construction method thereof | |
| CN104790423B (en) | A kind of large-scale transmission tower is combined and expands top bored concrete pile foundation | |
| CN218204422U (en) | Foundation pit supporting structure of PRC tubular pile and prestressed anchorage cable combination | |
| CN103758132B (en) | The construction technology of the cantilever soldier pile retaining structure on slope is put in a kind of combination | |
| CN201874004U (en) | Foundation employing rock bottom-enlarging anchor pile for overhead power transmission line | |
| CN104594360A (en) | Composite double-row pile foundation pit supporting structure | |
| CN204780969U (en) | Compound bored concrete pile basis of expanding of large -scale transmission tower | |
| CN103485351A (en) | Inclined pile vertical anchor rod supporting structure for foundation pit supporting and construction method thereof | |
| CN208183780U (en) | A kind of resistance to plucking structure | |
| CN108130905A (en) | Steel-pipe pile | |
| CN203866852U (en) | Anti-floating pile structure composited by deep spiral-spraying cement soil plate and anchor rod | |
| CN104372793A (en) | Anti-floating method used for existing basement by adopting pre-stressed anchor cables in jet grouting pile method | |
| CN203498841U (en) | Inclined pile vertical anchor rod supporting structure used for foundation pit supporting | |
| CN215210988U (en) | Enlarged footing tubular pile | |
| CN202247947U (en) | Soil retaining structure with anti-sliding cement soil piles | |
| CN103711130B (en) | Portal frame type bamboo joint mortar pile enclosure structure and construction method thereof | |
| CN203684222U (en) | Pile-anchor combined supporting structure with rotary jet enlarging head pre-stressed anchor rods |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 210031 building 4, headquarters Business Plaza, No. 5, Pudong North Road, high tech Development Zone, Nanjing, Jiangsu Province Patentee after: China Chemical Civil Engineering Co.,Ltd. Address before: 210031 building 4, headquarters Business Plaza, No. 5, Pudong North Road, high tech Development Zone, Nanjing, Jiangsu Province Patentee before: CHEMICAL INDUSTRY GEOTECHNICAL ENGINEERING Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |