CN208328901U - A kind of civil engineering reinforcement stake - Google Patents
A kind of civil engineering reinforcement stake Download PDFInfo
- Publication number
- CN208328901U CN208328901U CN201820647813.3U CN201820647813U CN208328901U CN 208328901 U CN208328901 U CN 208328901U CN 201820647813 U CN201820647813 U CN 201820647813U CN 208328901 U CN208328901 U CN 208328901U
- Authority
- CN
- China
- Prior art keywords
- pile body
- reinforcing
- triangle
- reinforcing bar
- wrapping layer
- 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
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of civil engineerings to reinforce stake, including pile body, waterproof wrapping layer, triangle reinforcing bar, reinforcing prop muscle and grout hole, the bottom of the pile body is equipped with pedestal, the central position of the pile body, which runs through, is equipped with grout hole, and the lateral wall of pile body is coated with waterproof wrapping layer, the stupefied column of reinforcement from top to bottom is equidistantly equipped on the lateral wall of the waterproof wrapping layer, and the outside for reinforcing stupefied column is equidistantly arranged with anti-skidding cranse, the outside of grout hole is equipped with triangle reinforcing bar inside the pile body, reinforcing prop is equipped in pile body between the connection reinforcing bar, and the central position of reinforcing prop runs through equipped with reinforcing prop muscle.The utility model is provided with triangular reinforced bar and triangle reinforcing rib, so that the intensity of foundation pile is significantly improved, while also saving material, enable reinforcing prop using less material, with better intensity, and then the quality for reinforcing stake is improved, convenient for promoting the use of.
Description
Technical field
The utility model relates to technical field of civil engineering, specially a kind of civil engineering reinforces stake.
Background technique
With the development of the times, people's lives level constantly improves, civil engineering technology also in the continuous improvement, mesh
The preceding precast reinforced concrete pile used in civil engineering have it is solid and two kinds hollow, wherein solid pile when in use it is frequent because
Intensity not enough needs the pile foundation bigger using specification, and then improves consumption, due also to solid pile volume of concrete is big, manufacture
Time is long, and own wt is larger, in use, there are inconvenience, while existing concrete-pile is when in use, generally requires
Slip casting is carried out to the ground of engineering, if in addition excavating injected hole needs to consume more manpower and material resources, it is therefore necessary to existing
There is technology to improve, to solve the above problems.
Utility model content
The purpose of this utility model is to provide a kind of civil engineerings to reinforce stake, mentioned above in the background art to solve
Problem.
To achieve the above object, the utility model provides the following technical solutions: a kind of civil engineering reinforcement stake, including stake
The bottom of body, waterproof wrapping layer, triangle reinforcing bar, reinforcing prop muscle and grout hole, the pile body is equipped with pedestal, the center of the pile body
Through being equipped with grout hole at position, and the lateral wall of pile body is coated with waterproof wrapping layer, on the lateral wall of the waterproof wrapping layer
The equidistant stupefied column of reinforcement being equipped with from top to bottom, and the outside for reinforcing stupefied column is equidistantly arranged with anti-skidding cranse, in the pile body
The outside of portion's grout hole be equipped with triangle reinforcing bar, and on the angle of triangle reinforcing bar all be equipped with triangle reinforcing rib, the triangle reinforcing bar it is every
It is all equipped with the connection reinforcing bar through pile body on a side, is equipped with reinforcing prop, and reinforcing prop in the pile body between the connection reinforcing bar
Central position, which runs through, is equipped with reinforcing prop muscle.
Preferably, concrete has been poured in the pile body.
Preferably, the intracorporal three groups of reinforcing prop equidistantly distributeds of the stake, and the angle between adjacent reinforcing prop is 100
20 degree.
Preferably, the waterproof wrapping layer uses barrier material.
Preferably, the triangle reinforcing bar is equilateral triangle.
Compared with prior art, the utility model has the beneficial effects that the civil engineering reinforces stake relative to traditional foundation pile
Provided with triangular reinforced bar and triangle reinforcing rib, so that the intensity of foundation pile is significantly improved, while material is also saved,
Enable reinforcing prop using less material, there is better intensity, and then improves the quality for reinforcing stake, if
The stupefied column of reinforcement set can be improved the intensity for reinforcing stake lateral wall, while the waterproof wrapping layer being arranged can be to avoid water penetration to adding
In strong column, to damage reinforcing prop, the safety of reinforcing prop is further improved, the grout hole of setting can be in order to building work
The grouting of journey, so that the practicability for reinforcing stake is improved, convenient for promoting the use of.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the side view of the utility model.
In figure: 1- pile body;2- connection reinforcing bar;3- reinforcing prop;4- waterproof wrapping layer;5- reinforces stupefied column;The anti-skidding cranse of 6-;7-
Triangle reinforcing rib;8- triangle reinforcing bar;9- reinforcing prop muscle;10- grout hole;11- pedestal.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
A kind of embodiment provided by the utility model referring to FIG. 1-2: a kind of civil engineering reinforces stake, including pile body 1,
Waterproof wrapping layer 4, triangle reinforcing bar 8, reinforcing prop muscle 9 and grout hole 10, the bottom of pile body 1 are equipped with pedestal 11, have poured in pile body 1
Concrete, the central position of pile body 1, which runs through, is equipped with grout hole 10, and the lateral wall of pile body 1 is coated with waterproof wrapping layer 4, prevents
Water wrapping layer 4 uses barrier material, and waterproof wrapping layer 4 can play the role of waterproofing protection, the lateral wall of waterproof wrapping layer 4
The upper equidistant stupefied column 5 of reinforcement being equipped with from top to bottom, and the outside for reinforcing stupefied column 5 is equidistantly arranged with anti-skidding cranse 6, anti-skidding hoop
Circle 6 can increase the frictional force for reinforcing stake, and the outside of 1 inside grout hole 10 of pile body is equipped with triangle reinforcing bar 8, and triangle reinforcing bar 8
On angle all be equipped with triangle reinforcing rib 7, triangle reinforcing bar 8 be equilateral triangle, triangle reinforcing bar 8 can be improved reinforce stake intensity, three
It is all equipped with the connection reinforcing bar 2 through pile body 1 on each side of angle steel muscle 8, connects and is equipped with reinforcing prop in the pile body 1 between reinforcing bar 2
3, and the central position of reinforcing prop 3 runs through and is equipped with reinforcing prop muscle 9, three groups of 3 equidistantly distributeds of reinforcing prop in pile body 1, and phase
Angle between adjacent reinforcing prop 3 is 120 degree.
Working principle: in use, triangle reinforcing bar 8 improve reinforce stake stability, while be arranged triangle reinforcing rib 7 with
And reinforcing prop muscle 9 can also undertake the pressure for reinforcing stake, the intensity in 1 outside of pile body can be improved in the stupefied column 5 of reinforcement of setting, simultaneously
The waterproof wrapping layer 4 of setting can play the role of waterproof, when construction, can be in the milk by grout hole 10 to ground.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
Claims (5)
1. a kind of civil engineering reinforces stake, including pile body (1), waterproof wrapping layer (4), triangle reinforcing bar (8), reinforcing prop muscle (9) and
Grout hole (10), it is characterised in that: the bottom of the pile body (1) is equipped with pedestal (11), and the central position of the pile body (1) is passed through
It is equipped with grout hole (10), and the lateral wall of pile body (1) is coated with waterproof wrapping layer (4), the outside of the waterproof wrapping layer (4)
The stupefied column of reinforcement (5) from top to bottom is equidistantly equipped on wall, and the outside for reinforcing stupefied column (5) is equidistantly arranged with anti-skidding cranse
(6), the outside of the internal grout hole (10) of the pile body (1) is equipped with triangle reinforcing bar (8), and is all equipped on the angle of triangle reinforcing bar (8)
Triangle reinforcing rib (7) is all equipped with the connection reinforcing bar (2) through pile body (1), the company on each side of the triangle reinforcing bar (8)
It connects in the pile body (1) between reinforcing bar (2) and is equipped with reinforcing prop (3), and the central position of reinforcing prop (3) runs through equipped with reinforcing prop muscle
(9).
2. a kind of civil engineering according to claim 1 reinforces stake, it is characterised in that: poured in the pile body (1) mixed
Solidifying soil.
3. a kind of civil engineering according to claim 1 reinforces stake, it is characterised in that: three groups in the pile body (1) add
Strong column (3) equidistantly distributed, and the angle between adjacent reinforcing prop (3) is 120 degree.
4. a kind of civil engineering according to claim 1 reinforces stake, it is characterised in that: the waterproof wrapping layer (4) uses
Barrier material.
5. a kind of civil engineering according to claim 1 reinforces stake, it is characterised in that: the triangle reinforcing bar (8) is equilateral
Triangle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820647813.3U CN208328901U (en) | 2018-05-03 | 2018-05-03 | A kind of civil engineering reinforcement stake |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820647813.3U CN208328901U (en) | 2018-05-03 | 2018-05-03 | A kind of civil engineering reinforcement stake |
Publications (1)
Publication Number | Publication Date |
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CN208328901U true CN208328901U (en) | 2019-01-04 |
Family
ID=64779848
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201820647813.3U Expired - Fee Related CN208328901U (en) | 2018-05-03 | 2018-05-03 | A kind of civil engineering reinforcement stake |
Country Status (1)
Country | Link |
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CN (1) | CN208328901U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111441346A (en) * | 2020-04-03 | 2020-07-24 | 锦汇建设集团有限公司 | Civil engineering composite pile |
CN114108479A (en) * | 2021-12-01 | 2022-03-01 | 中交第二航务工程局有限公司 | Construction method for hoisting stiffening beam of large-tonnage suspension bridge by cooperation of multiple machines |
-
2018
- 2018-05-03 CN CN201820647813.3U patent/CN208328901U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111441346A (en) * | 2020-04-03 | 2020-07-24 | 锦汇建设集团有限公司 | Civil engineering composite pile |
CN111441346B (en) * | 2020-04-03 | 2021-06-15 | 锦汇建设集团有限公司 | Civil engineering composite pile |
CN114108479A (en) * | 2021-12-01 | 2022-03-01 | 中交第二航务工程局有限公司 | Construction method for hoisting stiffening beam of large-tonnage suspension bridge by cooperation of multiple machines |
CN114108479B (en) * | 2021-12-01 | 2023-04-25 | 中交第二航务工程局有限公司 | Construction method for multi-machine collaborative hoisting of stiffening beam of large-tonnage suspension bridge |
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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: 20190104 Termination date: 20190503 |
|
CF01 | Termination of patent right due to non-payment of annual fee |