CN207775918U - Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient - Google Patents
Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient Download PDFInfo
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- CN207775918U CN207775918U CN201820049682.9U CN201820049682U CN207775918U CN 207775918 U CN207775918 U CN 207775918U CN 201820049682 U CN201820049682 U CN 201820049682U CN 207775918 U CN207775918 U CN 207775918U
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- pile foundation
- support table
- foundation support
- diagonally disposed
- gradient
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Abstract
The utility model provides a kind of diagonally disposed pile foundation support table structure adapting to the weak slope excavating gradient, step riding track platform is arranged in it in side slope, pile foundation is arranged on riding track platform, diagonally disposed pile foundation support table is set on riding track platform, it is by pile foundation support table that the connection of each pile foundation is integral.The utility model has the beneficial effects that：1）Slope excavating quantities can be reduced；2）Foundation structure quantities can be reduced；3）Arrangement range can be reduced to adapt to hydroelectric project project playout requirement；4）With significant economic and social benefit.
Description
Technical field
The utility model is related to a kind of diagonally disposed pile foundation support table structures that can reduce slope excavating, are suitable for water conservancy, water
The engineering fields such as electricity are located in weak side slope（Cable machine track）Foundation construction object.
Background technology
Cable crane be one kind using flexible cable as large span bulit on stilts frame member, for loading trolley on cable wire
Operation, has the Crane tool of vertically and horizontally transportation function concurrently（Abbreviation cable machine）.Cable machine is for building high mountain gorge
The concrete dam in area（Especially induced joint）Large-scale construction equipment, be complete dam concrete placement task important equipment.
Due to building dam in high mountain gorge, so cable machine basis is also built in the hillside of corresponding elevation at dam site
On.The form on cable machine basis is determined generally according to the arrangement of cable machine and the topographic and geologic condition of two sides, when topography is precipitous, geology item
When part is preferable, cable machine basis is often grade beam；When topography is restricted compared with slow and cable machine span, cable machine basis is cut frequently with height
Power wall construction, so that cable-crane platform reaches the elevation of design requirement.
For using the cable machine basis of high-rise shear wall structure in weak side slope, horizontal pile foundation support table structure, side slope are set
Excavated volume will increase very much, or even also affect the arrangement of other buildings in hydroelectric project.
Invention content
Technical problem to be solved in the utility model is：In view of the above problems, it provides one kind and adapting to weakness
The diagonally disposed pile foundation support table structure of the slope excavating gradient adapts to grade of side slope, reduces slope excavating quantities, reduces work
Journey cost.
Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient, it is characterised in that it sets in side slope
Step riding track platform is set, pile foundation is arranged on riding track platform, diagonally disposed pile foundation support table is set on riding track platform, passes through stake
Base cushion cap connects each pile foundation integral.
Further, the pile foundation support table structure uses armored concrete, and the reinforcing bar of pile foundation and the reinforcing bar of riding track platform are equal
It anchors into pile foundation support table.
Due to using the technical solution of the utility model, the utility model has the beneficial effects that：1）Slope excavating can be reduced
Quantities；2）Foundation structure quantities can be reduced；3）Arrangement range can be reduced to adapt to hydroelectric project project playout requirement；4）Tool
There is significant economic and social benefit.
Description of the drawings
Fig. 1 is the utility model structural profile illustration.
Fig. 2 is the vertical view figure of the utility model structure.
Specific implementation mode
With reference to attached drawing.When implementing, according to the topographic and geologic feature of natural side slope 100, using the slope for meeting stability of slope
Than first excavation slope, step riding track platform 1 is formed in side slope, and pile foundation 2 is arranged on riding track platform 1, is set on riding track platform
Set diagonally disposed pile foundation support table 3, each pile foundation 2 connected by pile foundation support table 3 it is integral, to achieve the purpose that coaction.
The diagonally disposed pile foundation support table structure is reinforced concrete structure, and length, width and height are according to top
Structure arrangement requires and mechanical characteristic determines that the reinforcing bar of pile foundation and the reinforcing bar of superstructure 4 anchor into pile foundation support table.
Drawing reference numeral 5 is slope line.
The foregoing is merely the structure features of specific embodiment of the utility model, but the utility model to be not limited to
This, any those skilled in the art in the field of the utility model, made by changes or modifications all cover it is new in this practicality
Among the protection domain of type.
Claims (2)
1. adapting to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient, it is characterised in that it is arranged in side slope
Step riding track platform, pile foundation is arranged on riding track platform, and diagonally disposed pile foundation support table is arranged on riding track platform, passes through pile foundation
Cushion cap connects each pile foundation integral.
2. adapting to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient, feature as described in claim 1
It is that the pile foundation support table structure uses armored concrete, the reinforcing bar of pile foundation and the reinforcing bar of superstructure anchor into pile foundation support table
In.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820049682.9U CN207775918U (en) | 2018-01-12 | 2018-01-12 | Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820049682.9U CN207775918U (en) | 2018-01-12 | 2018-01-12 | Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207775918U true CN207775918U (en) | 2018-08-28 |
Family
ID=63212546
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820049682.9U Active CN207775918U (en) | 2018-01-12 | 2018-01-12 | Adapt to the diagonally disposed pile foundation support table structure of the weak slope excavating gradient |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207775918U (en) |
-
2018
- 2018-01-12 CN CN201820049682.9U patent/CN207775918U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |