CN207553116U - A kind of greening friction pile of stake top rescinded angle - Google Patents
A kind of greening friction pile of stake top rescinded angle Download PDFInfo
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- CN207553116U CN207553116U CN201720837598.9U CN201720837598U CN207553116U CN 207553116 U CN207553116 U CN 207553116U CN 201720837598 U CN201720837598 U CN 201720837598U CN 207553116 U CN207553116 U CN 207553116U
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- stake top
- greening
- friction pile
- rescinded angle
- pile
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Abstract
The utility model is related to a kind of greening friction piles of stake top rescinded angle, belong to civil engineering field.The stake top of the friction pile at least side rescinded angle, from side, stake top side is bevel edge, and opposite side is that right-angle side or both sides are all bevel edge, and the stake top further includes horizontal plane, greening groove is additionally provided on the horizontal plane.The utility model overall structure is simple, convenient to carry out, saves quantities, and afforestation effect is good.
Description
Technical field
The utility model is related to a kind of friction piles, and in particular to a kind of greening friction pile of stake top rescinded angle belongs to civil engineering work
Journey field.
Background technology
Green Protection is the developing direction of side slope protection, and friction pile is widely applied in engineering field, but at present
Friction pile is that entity pours cuboid reinforced concrete structure, and pile plate wall or retaining wall between piles etc. are concrete structure, nothing
Method is afforested, and the noticeable effect of white is apparent.Friction pile as a kind of effective safeguarding technology because appearance compared with
Difference, in certain places because Landscape limits it and promotes the use of.Friction pile is set for sloping area, is typically designed requirement
Friction pile is arranged on the outside of road, and since friction pile cannot occupy road width, friction pile needs outer move.Outside friction pile stake position
It moves, also to increase friction pile height or even stake section will also increase, and accordingly increase quantities.And friction pile height is bigger, engineering
Risk is bigger.
According to friction pile force analysis, on friction pile top, particularly adjacent top surface stress very little, stake top is horizontal for a long time
Section is not designed according to stressing conditions, and a friction pile using same cross-sectional, causes anti-slide pile design to exist certain
Waste, pile plate wall, by optimizing appearance design, clips stake top rib as a kind of structures being chronically exposed in the public visual field
Angle, stake top setting greening groove is easy for construction, without any technical difficulty and technical risk, can reach smooth-going beauty, convenient for green
The purpose of change can also reduce quantities, achieve the effect that kill two birds with one stone, if with inclined inserting sheet pile wall connected applications, it can be with
Reach the perfect adaptation of engineering reinforcement protection and greening.
Invention content
The purpose of this utility model is to provide a kind of greening friction pile of stake top rescinded angle, improves friction pile appearance, solution
Certainly friction pile Greening problem is reduced investment outlay.
Technical solution is used by the utility model：
A kind of greening friction pile of stake top rescinded angle, it is characterised in that：The stake top of the friction pile at least side rescinded angle, from side
Face is observed, and stake top side is bevel edge, and opposite side is that right-angle side or both sides are all bevel edge, and the stake top further includes horizontal plane, institute
It states and greening groove is additionally provided on horizontal plane.Friction pile is for one by kinking structure, and according to friction pile force analysis, stake top part is suffered to be sheared
And moment of flexure very little, stake top side rescinded angle and middle part setting greening groove do not influence anti-slide pile structure stability, i.e., friction pile are made
There is no any influence with function.Friction pile reinforcing bar arranges that stake top center is plain concrete along surrounding, and top does not have to pour rescinded angle
Part concrete saves quantities, and top becomes more to smooth out after friction pile rescinded angle, and view effect is more preferable.
Further, including anchor pile, several oblique cutting plates and reinforcement component, the oblique cutting plate both sides pass through reinforcement component water
It is flat to be set between anchor pile.
Further, the horizontal surface area of the stake top is 2-4 square metres.
Further, the greening groove is plain concrete, and the length of greening groove is 0.8m, width 0.8-1.4m, depth
It is 0.8 meter.
Further, the greening groove is set close to road side, apart from stake outer ledge for 0.2m or so, slot bottom both sides with
Upper 0.2m is each to reserve a drain hole, and drain hole entrance is equipped with rubble.Planting soil or clear table soil, planting trough are filled out in greening groove
Interior plantation Hanging Plants and climber, afforestation effect are good.
Further, the rescinded angle width is determined according to friction pile section, and width is 1.0m after rescinded angle, and rescinded angle height is
3.0m。
Compared with prior art, the beneficial effects of the utility model are as follows：
The top of friction pile does not have to pour rescinded angle part concrete, during construction by the upright template-setup of rescinded angle corresponding position into
Oblique template, reduces top concrete and pours, and not only saves quantities, and become more to smooth out at the top of friction pile,
View effect is more preferable.
It solves because stake top occupies path space, friction pile must move outward, so as to increase the cubic metre of earth and stone and land used after stake
Problem, wherein general embankment friction pile is in side of banketing（On the inside of friction pile）Rescinded angle, due to rescinded angle part stake position after stake top rescinded angle
Site of road is not take up, therefore stake position suitably interior can be moved, so as to reduce fill yard and land used, sloping area can effectively subtract
Few antiskid pile length, so as to reduce quantities, while increases engineering safety degree.Excavation or the embankment for having landscape requirement are resisted
Sliding pile, the rescinded angle on the outside of stake top eliminate stake top corner angle, are more smoothed out on the outside of stake top, can be effectively improved pile body appearance,
Both reduce quantities, be also beneficial to friction pile greening.
By setting greening groove at the top of friction pile, friction pile and top slope greening are solved the problems, such as.Overall structure is simple,
It is convenient to carry out, quantities is saved, afforestation effect is good.
Description of the drawings
Fig. 1 is the structure diagram of the greening friction pile of the stake top rescinded angle of the utility model；
Fig. 2 is the vertical view of Fig. 1；
Fig. 3 is the structure diagram of greening friction pile of the utility model based on the stake top rescinded angle in the case of excavation；
Fig. 4 is the structure diagram of greening friction pile of the utility model based on the stake top rescinded angle in the case of embankment；
Wherein：1- friction piles, 2- stake tops inclined-plane, 3- oblique cuttings plate, 4- stake tops greening groove, 5- pavements or lawn, 6- greenings
Band, 7- hillside, 8- roads.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, the technical solution in the present embodiment is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only a part of example rather than the example of whole to the utility model.Base
Embodiment in the utility model, the institute that those of ordinary skill in the art are obtained under the premise of not making the creative labor
There is other embodiment, shall fall within the protection scope of the present invention.
Embodiment 1
As shown in Figs. 1-2, the greening friction pile of the stake top rescinded angle of the present embodiment, the stake top side rescinded angle of the friction pile into
For inclined-plane 2, rescinded angle width is 1.25m, and length 1.5m, rescinded angle height is 3.0m, and rescinded angle leans on road or lawn 5, is seen from side
It examines, stake top side is bevel edge, and opposite side is right-angle side, and the stake top further includes horizontal plane, and the horizontal surface area of stake top is put down for 2-4
Square rice is additionally provided with greening groove 4 on horizontal plane.Greening groove 4 is plain concrete, and the length of greening groove is 0.8m, width 0.8-
1.4m, depth are 0.8 meter.4 slot bottom both sides more than 0.2m of greening groove is each to reserve a φ 80mm drain hole, and drain hole entrance
Equipped with rubble.The steel bar arrangement of friction pile does not have reinforcing bar influence in friction pile surrounding, stake top setting greening groove location, and top is not
With pouring rescinded angle part concrete, by the upright template-setup of rescinded angle corresponding position into oblique template during construction, friction pile pours
To placement one and planting trough size cuboid of a size, the embedding pvc pipe in sluicing hole site, after concrete setting during stake top
Take out embedding cuboid.Friction pile includes anchor pile 1, several oblique cutting plates 3 and reinforcement component, 3 both sides of oblique cutting plate
Between being set on anchor pile 1 by reinforcement component level, the angle of inclination of oblique cutting plate 3 is identical, is greening between adjacent oblique cutting plate
Band 6.
The armored concrete of the present embodiment stake top rescinded angle is 2.81 cubic metres, and stake top reserves depth 0.8m when pouring, long
Degree and width are respectively the greening groove of 0.8m and 1.2m（Not casting concrete）, it is 0.76 cubic metre to save concrete, single anti-
Sliding pile saves 3.5 cubic metres or so of concrete altogether.
Embodiment 2
As shown in figure 3, the present embodiment is the greening friction pile of the stake top rescinded angle based on excavation, by 5 side of road（Free face one
Side）Rescinded angle, the opposite side of friction pile is hillside 7.Greening groove is set close to road side, is 0.2m or so apart from stake outer ledge,
Remaining is same as Example 1.
Embodiment 3
As shown in figure 4, the present embodiment is the greening friction pile of the stake top rescinded angle based on embankment, cut in the side of banketing of road 8
Angle, can also simultaneously on the outside（Face sky side）Rescinded angle so that for antiskid stake top from side, both sides are all bevel edges.
Since rescinded angle part stake position is not take up site of road after stake top rescinded angle, stake position suitably interior can be moved, so as to subtract
Few fill yard and land used, sloping area can effectively reduce antiskid pile length, so as to reduce quantities, while increase engineering
Degree of safety.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (4)
1. a kind of greening friction pile of stake top rescinded angle, it is characterised in that：The stake top of the friction pile at least side rescinded angle, from side
Observation, stake top side are bevel edge, and opposite side is that right-angle side or both sides are all bevel edge, and the stake top further includes horizontal plane, described
Greening groove is additionally provided on horizontal plane；The horizontal surface area of the stake top is 2-4 square metres；The greening groove is set close to road side
It puts, is 0.2m apart from stake outer ledge, more than 0.2m in slot bottom both sides is each to reserve a drain hole, and drain hole entrance is equipped with broken
Stone.
2. the greening friction pile of stake top rescinded angle according to claim 1, it is characterised in that：Including anchor pile, several oblique cuttings
Plate and reinforcement component, the oblique cutting plate both sides are set on by reinforcement component level between anchor pile.
3. the greening friction pile of stake top rescinded angle according to claim 1, it is characterised in that：The greening groove is plain coagulation
Soil, the length of greening groove is 0.8m, and width 0.8-1.4m, depth is 0.8 meter.
4. the greening friction pile of stake top rescinded angle according to claim 1, it is characterised in that：Width is after friction pile rescinded angle
1.0m, rescinded angle height are 3.0m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720837598.9U CN207553116U (en) | 2017-07-12 | 2017-07-12 | A kind of greening friction pile of stake top rescinded angle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720837598.9U CN207553116U (en) | 2017-07-12 | 2017-07-12 | A kind of greening friction pile of stake top rescinded angle |
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| Publication Number | Publication Date |
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| CN207553116U true CN207553116U (en) | 2018-06-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403358A (en) * | 2018-11-12 | 2019-03-01 | 中国十七冶集团有限公司 | A kind of highway engineering friction pile outer surface greening method |
-
2017
- 2017-07-12 CN CN201720837598.9U patent/CN207553116U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403358A (en) * | 2018-11-12 | 2019-03-01 | 中国十七冶集团有限公司 | A kind of highway engineering friction pile outer surface greening method |
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