CN206554097U - A kind of soil-baffling structure efficiently constructed - Google Patents
A kind of soil-baffling structure efficiently constructed Download PDFInfo
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- CN206554097U CN206554097U CN201720277185.XU CN201720277185U CN206554097U CN 206554097 U CN206554097 U CN 206554097U CN 201720277185 U CN201720277185 U CN 201720277185U CN 206554097 U CN206554097 U CN 206554097U
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- baffling structure
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Abstract
The utility model belongs to side slope nursing technical field, discloses a kind of soil-baffling structure efficiently constructed, for solving the problem of existing concrete soil-baffling structure has structure waste and long construction period.The utility model includes several pile bodies, breast boards is connected between adjacent pile body, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, the pile body includes centrally located Grouting Pipe, the periphery of the Grouting Pipe is provided with fixture, the periphery of the fixture is evenly arranged with multiple main reinforcements, and each main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards is formed using PVC is prefabricated, and between the breast boards pile body adjacent through being bolted to.
Description
Technical field
The utility model belongs to side slope nursing technical field, and in particular to a kind of soil-baffling structure efficiently constructed, for pair
Side slope is protected and consolidation process.
Background technology
Soil-baffling structure resists soil body horizontal thrust, reduces the stake of soil body horizontal position, such as at the soil body discrepancy in elevation or ground
Load, which overloads, to use the stake for preventing sediment failure and the friction pile used at landslide etc..Soil blocking pile can be with by its stake processed strick precaution
It is divided into prefabricated pile, bored concrete pile, reinforcing soil pile etc.；It can be divided into reinforced concrete pile, concrete-pile, reinforcing soil pile, footpath by its material
Property skeleton reinforcing soil pile, steel-pipe pile, Section-steel Piles, timber etc..
The geomery up and down of armored concrete soil-baffling structure is all identical, and soil-baffling structure main upper point holds the work of the soil body
Firmly, lower part is primarily subjected to the effect of pressure, therefore causes existing armored concrete soil-baffling structure and there is waste
Situation.The baffle plate of existing armored concrete soil-baffling structure is all the now prefabricated form that uses simultaneously, and in-situ precast is good
Concrete baffle plate is arranged on pile body, and it is long that this structure result in the site operation cycle, in some urgent places and is not applied to.
Utility model content
The utility model has that structure is wasted and long construction period is asked to solve existing concrete soil-baffling structure
Topic, and a kind of soil-baffling structure efficiently constructed is provided, in the case where ensureing bearing requirements, earth-retaining knot can be utilized to greatest extent
The bearing capacity of structure, reduces the waste of construction；The utility model can shorten the long-term of construction simultaneously.
To solve technical problem, the technical scheme that the utility model is used is：
Breast boards is connected between a kind of soil-baffling structure efficiently constructed, including several pile bodies, adjacent pile body, it is special
Levy and be, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, the pile body includes being located at
The Grouting Pipe in center, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main steel
Muscle, each main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards uses PVC
It is prefabricated to form, and between the breast boards pile body adjacent through being bolted to.
The main reinforcement is welded together by fixture.
The fixture is formed using steel pipe manufacturing.
The breast boards includes baffle body, and the two ends of the baffle body are the fixing end being connected with pile body, baffle plate sheet
The fixing end of body is provided with strip through-hole, the baffle body towards the one side of the soil body be arcwall face, the baffle body direction
The side facial plane of pile body.
Some water seepage holes are uniformly offered in the baffle body.
The longitudinal cross-section of the pile body is in T-shape shape.
Compared with prior art, the utility model has the advantages that：
The soil-baffling structure for the efficient construction that the utility model is provided includes being connected between several pile bodies, adjacent pile body
Breast boards, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, and the pile body includes being located at
The Grouting Pipe in center, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main steel
Muscle, each main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards uses PVC
It is prefabricated to form, and between the breast boards pile body adjacent through being bolted to.The pile body of soil-baffling structure of the present utility model
Epimere cross-sectional area be more than pile body hypomere cross-sectional area, fully according to the stressing conditions of pile body upper-lower section,
In the case of ensureing bearing requirements, the bearing capacity of soil-baffling structure can be utilized to greatest extent, the waste of material of body of a pile is reduced, saves
Construction cost.The utility model makes breast boards using PVC simultaneously, and PVC breast boards has the characteristics of material is light, intensity is high；Phase
Than in existing precast concrete baffle plate, with being easily installed, the characteristics of convenient transportation, construction period is shortened, further drop
Low construction cost.
Grouting Pipe, fixture, main reinforcement and the structure distribution to medium-height trestle of pile body of the present utility model, it is possible to increase stake
The quality that body is poured, improves the bearing capacity of pile body.
Brief description of the drawings
Fig. 1 is the structural representation of soil-baffling structure of the present utility model；
Fig. 2 is the longitudinal cross-section structural representation of pile body of the present utility model；
Fig. 3 is the sectional view schematic diagram at A-A in Fig. 2；
Fig. 4 is the vertical view figure structure schematic representation of breast boards of the present utility model；
Marked in figure：1st, pile body, 2, breast boards, 3, Grouting Pipe, 4, fixture, 5, main reinforcement, 6, to medium-height trestle,.
Embodiment
With reference to embodiment, the utility model will be further described, and described embodiment is only that this practicality is new
A part of embodiment of type, is not whole embodiments.Based on the embodiment in the utility model, the ordinary skill people of this area
Other embodiments used that member is obtained under the premise of creative work is not made, belong to protection model of the present utility model
Enclose.
The soil-baffling structure of the efficient construction provided with reference to accompanying drawing, the utility model includes several pile bodies 1, adjacent pile body
Breast boards 2 is connected between 1, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body 1, described
Pile body 1 includes centrally located Grouting Pipe 3, and the periphery of the Grouting Pipe 3 is provided with fixture 4, and the periphery of the fixture 4 is
Even to be provided with multiple main reinforcements 5, each main reinforcement 5 is connected with to medium-height trestle 6；It is described that pile body 1 is evenly distributed in medium-height trestle 6
It is interior；The breast boards 2 is formed using PVC is prefabricated, and between the pile body 4 adjacent through being bolted to of the breast boards 2.This reality
It is more than the cross-sectional area of the hypomere of pile body with the cross-sectional area of the epimere of the pile body of new soil-baffling structure, fully according to stake
The stressing conditions of body upper-lower section, in the case where ensureing bearing requirements, the bearing capacity of soil-baffling structure can be utilized to greatest extent, is subtracted
The waste of few material of body of a pile, saves construction cost.The utility model makes breast boards using PVC simultaneously, and PVC breast boards has material
The characteristics of light weight, high intensity；Compared to existing precast concrete baffle plate, with being easily installed, the characteristics of convenient transportation, shorten
Construction period, further reduces construction cost.
Grouting Pipe 3, fixture 4, main reinforcement 5 and the structure distribution to medium-height trestle 6 of pile body of the present utility model, Neng Gouti
The quality that high pile body is poured, improves the bearing capacity of pile body.
As a kind of preferred mode of the utility model, the main reinforcement 5 is welded together by fixture 4.
The fixture 4 is formed using steel pipe manufacturing.
As a kind of embodiment of the utility model, the periphery of fixture 4 is provided with three main reinforcements.
As a kind of preferred mode of the utility model, the breast boards 2 includes baffle body, the two of the baffle body
Hold the fixing end to be connected with pile body, the fixing end of baffle body is provided with strip through-hole, the baffle body is towards the soil body
It is simultaneously arcwall face, side facial plane of the baffle body towards pile body.
For the ease of rainwater and passing through for seeping water, some water seepage holes are uniformly offered in baffle body.
As a kind of preferred mode of the utility model, the longitudinal cross-section of the pile body 1 is in T-shape shape.
Embodiment one
Earth-retaining is connected between the soil-baffling structure of the efficient construction of the present embodiment, including several pile bodies, adjacent pile body
Plate, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, and the pile body includes centrally located
Grouting Pipe, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main reinforcements, often
One main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards using PVC it is prefabricated and
Into, and between the breast boards pile body adjacent through being bolted to.
Embodiment two
Earth-retaining is connected between the soil-baffling structure of the efficient construction of the present embodiment, including several pile bodies, adjacent pile body
Plate, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, and the pile body includes centrally located
Grouting Pipe, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main reinforcements, often
One main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards using PVC it is prefabricated and
Into, and between the breast boards pile body adjacent through being bolted to；The main reinforcement is welded to connect one by fixture
Rise.
Embodiment three
Earth-retaining is connected between the soil-baffling structure of the efficient construction of the present embodiment, including several pile bodies, adjacent pile body
Plate, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, and the pile body includes centrally located
Grouting Pipe, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main reinforcements, often
One main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards using PVC it is prefabricated and
Into, and between the breast boards pile body adjacent through being bolted to；The main reinforcement is welded to connect one by fixture
Rise；The fixture is formed using steel pipe manufacturing.
Example IV
On the basis of any of the above-described embodiment, the breast boards includes baffle body, the two ends of the baffle body
For the fixing end being connected with pile body, the fixing end of baffle body is provided with strip through-hole, the baffle body towards the soil body one
Face is arcwall face, side facial plane of the baffle body towards pile body.
Embodiment five
On the basis of example IV, some water seepage holes are uniformly offered in the baffle body.
Embodiment six
On the basis of any of the above-described embodiment, the longitudinal cross-section of the pile body is in T-shape shape.
Claims (6)
1. breast boards is connected between a kind of soil-baffling structure efficiently constructed, including several pile bodies, adjacent pile body, its feature
It is, the cross-sectional area of the epimere of the pile body is more than the cross-sectional area of the hypomere of pile body, the pile body is included in being located at
The Grouting Pipe of centre, the periphery of the Grouting Pipe is provided with fixture, and the periphery of the fixture is evenly arranged with multiple main reinforcements,
Each main reinforcement is connected with to medium-height trestle；It is described that medium-height trestle is evenly distributed in pile body；The breast boards is prefabricated using PVC
Form, and between the breast boards pile body adjacent through being bolted to.
2. the soil-baffling structure according to claim 1 efficiently constructed, it is characterised in that the main reinforcement is welded by fixture
It is connected together in succession.
3. the soil-baffling structure according to claim 2 efficiently constructed, it is characterised in that the fixture uses steel pipe manufacturing
Form.
4. according to the soil-baffling structure of any described efficient constructions of claim 1-3, it is characterised in that the breast boards includes gear
Plate body, the two ends of the baffle body are the fixing end being connected with pile body, and the fixing end of baffle body is provided with strip through-hole,
The baffle body towards the soil body one side be arcwall face, side facial plane of the baffle body towards pile body.
5. the soil-baffling structure according to claim 4 efficiently constructed, it is characterised in that uniformly opened up in the baffle body
There are some water seepage holes.
6. the soil-baffling structure according to claim 1 efficiently constructed, it is characterised in that the longitudinal cross-section of the pile body is in
T-shape shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277185.XU CN206554097U (en) | 2017-03-21 | 2017-03-21 | A kind of soil-baffling structure efficiently constructed |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277185.XU CN206554097U (en) | 2017-03-21 | 2017-03-21 | A kind of soil-baffling structure efficiently constructed |
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| CN206554097U true CN206554097U (en) | 2017-10-13 |
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| CN201720277185.XU Active CN206554097U (en) | 2017-03-21 | 2017-03-21 | A kind of soil-baffling structure efficiently constructed |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997069A (en) * | 2020-09-07 | 2020-11-27 | 哈尔滨工业大学 | Prefabricated baffle circular pile sheet wall and construction method thereof |
-
2017
- 2017-03-21 CN CN201720277185.XU patent/CN206554097U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997069A (en) * | 2020-09-07 | 2020-11-27 | 哈尔滨工业大学 | Prefabricated baffle circular pile sheet wall and construction method thereof |
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