CN205776281U - Pile plate wall - Google Patents
Pile plate wall Download PDFInfo
- Publication number
- CN205776281U CN205776281U CN201620713506.1U CN201620713506U CN205776281U CN 205776281 U CN205776281 U CN 205776281U CN 201620713506 U CN201620713506 U CN 201620713506U CN 205776281 U CN205776281 U CN 205776281U
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- friction pile
- pile
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- cantilever
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Abstract
This utility model belongs to civic building technical field, is specifically related to a kind of pile plate wall with variable cross-section friction pile for cutting slope defending.For quantity of masonry in solution prior art compared with the technical problem big, aesthetics is poor, green grass is difficult.Thering is provided a kind of pile plate wall, it includes retaining wall, more than one variable cross-section friction pile, more than one first breast boards and more than one second breast boards；Described variable cross-section friction pile includes the friction pile cantilever that friction pile matrix is similar with more than one shape and cross-sectional area is different；Described friction pile matrix, more than one friction pile cantilever are according to cross-sectional area being sequentially connected with from big to small；The side of described retaining wall is connected with each friction pile cantilever.It is little that pile plate wall of the present utility model has quantity of masonry, can green grass, the feature that gear ability is strong.
Description
Technical field
This utility model belongs to civic building technical field, is specifically related to a kind of change that has for cutting slope defending and cuts
The pile plate wall of face friction pile.
Background technology
Pile plate wall is the retaining structure grown up by friction pile in 20 century 70s in railway construction in China, is employed
Prop up gear, cutting slope defending and landslide dispose in railway, highway engineering filled-up ground.Retaining wall refers to support Roadbed Soil or mountain
The slope soil body, prevent from banketing or the structure of soil deformation unstability.In retaining wall transverse section, and it is supported by what the soil body directly contacted
Position is referred to as the wall back of the body；Relative with the wall back of the body, to face sky position is referred to as metope；The position directly contacted with ground is referred to as substrate；With
Substrate is relative, the end face of wall is referred to as wall top；The front end of substrate is referred to as toe of wall；The rear end of substrate is referred to as wall heel.Friction pile is to wear
Cross slip mass and penetrate with the pile of slider bed, in order to gear gliding mass a sliding force, play the effect of stable side slope, it is adaptable to shallow-layer with in
The landslide of thick-layer, is the major measure of a kind of antiskid process.Existing vertical type pile plate wall is from cut subgrade gutter or stage for heaping debris limit
Edge, towering outside road with erectility, its friction pile is usually iso-cross-section rectangle, also has and sets breast boards for convenience and incite somebody to action
Friction pile cantilever segment is set to the situation of T-shaped cross section, but is all breast boards and stake to be constituted full-closed structure there is also quantity of masonry
Compared with the shortcoming big, aesthetics is poor, green grass is difficult.And vertical type pile plate wall structure is stiff, plant protection can not be laid
In metope, landscape effect is poor.
Utility model content
The purpose of this utility model is to solve technical problem present in above prior art, it is provided that a kind of quantity of masonry is little
, can green grass, the pile plate wall with variable cross-section friction pile that a gear ability is strong.
The purpose of this utility model is achieved through the following technical solutions:
A kind of pile plate wall, including retaining wall, more than one variable cross-section friction pile, more than one first breast boards and
Individual the second above breast boards；Described variable cross-section friction pile includes that friction pile matrix is similar with more than one shape and cross section face
Long-pending different friction pile cantilever；The cross-sectional area of described friction pile matrix is more than the cross-sectional area of friction pile cantilever；Described
Friction pile matrix, more than one friction pile cantilever are according to cross-sectional area being sequentially connected with from big to small；Two adjacent
The friction pile matrix of variable cross-section friction pile be connected with each other by the first breast boards；The antiskid of two adjacent variable cross-section friction piles
Stake cantilever is connected with each other by the second breast boards；The side of described retaining wall is connected with one end of each variable cross-section friction pile
Connect.
Further improving is that the cross section of described friction pile matrix is square or rectangle or circular configuration.
Further improving is that the shape of cross section of described friction pile matrix is similar to friction pile cantilever.
Further improving is that described friction pile matrix aligns with each friction pile cantilever the same side.
Further improving is that described retaining wall is reinforced concrete retaining wall, the side of described retaining wall with each second
Breast boards is connected.
Further improving is that the quantity of described friction pile cantilever is 2 or 3.
Further improving is that the quantity of described friction pile cantilever is 2.
This utility model provides the benefit that relative to prior art: pile plate wall of the present utility model is according to friction pile cantilever
The loading characteristic of section, with varying cross-section size friction pile correspondence difference stress segment limit, by tradition uiform section friction pile cantilever
Section design 2-3 section variable cross-section friction pile, outward appearance is Pagoda-shaped.Close on the main muscle of member-retaining portion friction pile at groove, add longitudinal steel
Muscle constitutes reinforced concrete barricade, replaces parts of traditional pile plate wall structure.After friction pile construction, bar planting outside friction pile, cast-in-place
Construction breast boards.Between the friction pile of breast boards and varying cross-section size, the space of composition, friction pile stake roof panel, can earth up green
Change.Variable cross-section friction pile, reinforced concrete barricade staged successively stagger, and collectively form stepped slope.Peg board of the present utility model
Wall saves bricklaying and steel, substantially reduces quantities；In order to banket, greening leaves space in advance, can green grass；Side slope profile
Straggly stepped, it is to avoid tall and slender structure lofty and stiff.
Accompanying drawing explanation
The Facad structure schematic diagram of Fig. 1 pile plate wall of the present utility model；
The side cross-section schematic diagram of Fig. 2 pile plate wall of the present utility model；
Wherein, in accompanying drawing, corresponding reference is 1-variable cross-section friction pile, 2-the first breast boards, 3-the second breast boards,
4-reinforced concrete retaining wall, 5-friction pile cantilever, 6-friction pile matrix.
Detailed description of the invention
Below in conjunction with drawings and Examples, the technical scheme of pile plate wall of the present utility model is described in detail, so that
Those skilled in the art can be sufficiently complete on the basis of having read this utility model book realize skill of the present utility model
Art scheme, and solve problems of the prior art to be solved in the utility model.It is only this it should be noted that, following
The preferred implementation of utility model, for the person of ordinary skill of the art, is creating structure without departing from this utility model
On the premise of think of, it is also possible to make some deformation and improvement, these should broadly fall into protection domain of the present utility model.
Technical characteristic of the present utility model can be with independent assortment, and the technical scheme after a combination thereof still falls within this utility model
Protection domain.
Embodiment
As depicted in figs. 1 and 2, a kind of pile plate wall, including retaining wall, more than one variable cross-section friction pile 1, with
On the first breast boards 2 and more than one second breast boards 3；Described variable cross-section friction pile 1 includes friction pile matrix 6 and one
The friction pile cantilever 5 that above shape is similar and cross-sectional area is different；The cross-sectional area of described friction pile matrix 6 is more than antiskid
The cross-sectional area of stake cantilever 5；Described friction pile matrix 6, more than one friction pile cantilever 5 according to cross-sectional area from greatly to
Little is sequentially connected with；The friction pile matrix 6 of two adjacent variable cross-section friction piles 1 is connected with each other by the first breast boards 2；
The friction pile cantilever 5 of two adjacent variable cross-section friction piles 1 is connected with each other by the second breast boards 3；The side of described retaining wall
It is connected with one end of each variable cross-section friction pile 1.
As depicted in figs. 1 and 2, several variable cross-section friction piles 1 are evenly distributed in side slope, variable cross-section friction pile 1
The major part of friction pile matrix 6 is inserted into the inside of side slope, and the part that described friction pile matrix 6 bassets is by first gear soil
Plate 2 is connected with each other, and friction pile matrix 6 connects friction pile cantilever 5, the adjacent friction pile cantilever 5 on variable cross-section friction pile 1
It is connected with each other by the second breast boards 3, the top of each variable cross-section friction pile 1 and the second breast boards 3 and reinforced concrete retaining wall 4
Downside connects by armored concrete is fixing.Preferably, the friction pile cantilever 5 that the sectional area of each variable cross-section friction pile 1 is minimum
The side of same one end and retaining wall fixing be connected.
Further improving is that the cross section of described friction pile matrix 6 is rectangle or circular configuration.
Preferably, the cross section of friction pile matrix 6 is rectangle.
Further improving is that described friction pile matrix 6 aligns with each friction pile cantilever 5 the same side.
Further improving is that the shape of cross section of described friction pile matrix 6 is similar to friction pile cantilever 5.
In view of for reserve more space on the side of friction pile cantilever 5, carry out banketing green grass, by antiskid pile foundation
Body 6 aligns with the same side of the close side slope of each friction pile cantilever 5 and is attached, as the preferred embodiment party of another kind
Formula, is made of one structure by friction pile matrix 6 and friction pile cantilever 5, thus reduces quantities.Depending on of multiple friction pile cantilever 5
The sectional area of secondary reduction, the field of load of corresponding different side slopes, so that the design of pile plate wall is more reasonable, it is ensured that anti-slippery effect
While, save work engineering cost.
Further improving is that the quantity of described friction pile cantilever 5 is 2 or 3.
Further improving is that the quantity of described friction pile cantilever 5 is 2.
For ensureing stress and the intensity of a gear of friction pile cantilever 5, it is preferable that the quantity of described friction pile cantilever 5 is 2
Individual.
Further improving is that described retaining wall is reinforced concrete retaining wall 4, the side of described retaining wall with each second
Breast boards 3 is connected.
Described reinforced concrete retaining wall 4 is by armored concrete and the second fixing connection of breast boards 3.
It is considered that the sectional area of the friction pile cantilever 5 at top is less, the strength that can bear is less, uses reinforced concrete gear soil
The ability keeping out Slope Sliding at wall 4 service hoisting whole pile plate wall top, so that this utility model is ensureing greening sky
While between, improve the protective capacities to side slope of whole pile plate wall.
Record according to this specification can fully realize the technical solution of the utility model.
Claims (7)
1. a pile plate wall, it is characterised in that include retaining wall, more than one variable cross-section friction pile, more than one first
Breast boards and more than one second breast boards；Described variable cross-section friction pile includes that friction pile matrix is similar with more than one shape
And the friction pile cantilever that cross-sectional area is different；The cross-sectional area of described friction pile matrix is more than the cross section of friction pile cantilever
Area；Described friction pile matrix, more than one friction pile cantilever are according to cross-sectional area being sequentially connected with from big to small；
The friction pile matrix of two adjacent variable cross-section friction piles is connected with each other by the first breast boards；Two adjacent variable cross-section antiskids
The friction pile cantilever of stake is connected with each other by the second breast boards；The side of described retaining wall and the one of each variable cross-section friction pile
End is connected.
Pile plate wall the most according to claim 1, it is characterised in that the cross section of described friction pile matrix is square or rectangle
Or circular configuration.
Pile plate wall the most according to claim 2, it is characterised in that the shape of cross section of described friction pile matrix and friction pile
Cantilever is similar.
Pile plate wall the most according to claim 3, it is characterised in that described friction pile matrix is same with each friction pile cantilever
Align in side.
Pile plate wall the most according to claim 1, it is characterised in that described retaining wall is reinforced concrete retaining wall, described gear soil
The side of wall is connected with each second breast boards.
Pile plate wall the most according to claim 1, it is characterised in that the quantity of described friction pile cantilever is 2 or 3.
Pile plate wall the most according to claim 1, it is characterised in that the quantity of described friction pile cantilever is 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620713506.1U CN205776281U (en) | 2016-07-06 | 2016-07-06 | Pile plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620713506.1U CN205776281U (en) | 2016-07-06 | 2016-07-06 | Pile plate wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776281U true CN205776281U (en) | 2016-12-07 |
Family
ID=58124304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620713506.1U Active CN205776281U (en) | 2016-07-06 | 2016-07-06 | Pile plate wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776281U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013190A (en) * | 2016-07-06 | 2016-10-12 | 四川省交通运输厅交通勘察设计研究院 | Sheet-pile wall and construction method thereof |
-
2016
- 2016-07-06 CN CN201620713506.1U patent/CN205776281U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013190A (en) * | 2016-07-06 | 2016-10-12 | 四川省交通运输厅交通勘察设计研究院 | Sheet-pile wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 610000 No. 35 Taisheng North Road, Chengdu, Sichuan Province Patentee after: Sichuan Transportation Survey and Design Research Institute Co., Ltd. Address before: 610000 No. 35 Taisheng North Road, Chengdu, Sichuan Province Patentee before: SICHUAN COMMUNICATION SURVEYING&DESIGN INSTITUTE |
|
| CP01 | Change in the name or title of a patent holder |