CN206319336U - A kind of many Pin space trusses soil-baffling structures of gravity type - Google Patents
A kind of many Pin space trusses soil-baffling structures of gravity type Download PDFInfo
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- CN206319336U CN206319336U CN201621352829.9U CN201621352829U CN206319336U CN 206319336 U CN206319336 U CN 206319336U CN 201621352829 U CN201621352829 U CN 201621352829U CN 206319336 U CN206319336 U CN 206319336U
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Abstract
The utility model discloses a kind of many Pin space trusses soil-baffling structures of gravity type, prestressed anchor including space truss structure and supporting and space truss structure, space truss structure includes multiple truss structures being vertically connected with, truss structure includes multiple many truss structures for be arrangeding in parallel and forming a line, many truss structures are outer to be connected by multiple elongated crossbeams, provided with many cant beams between the crossbeam for facing side soil body side；Prestressed anchor is arranged on space truss structure and faced close to side soil body side, prestressed anchor insertion is faced in the soil body of side.The utility model is used to solve the problem of construction building thing arrangement is excessively intensive in urban construction, and the truss soil-baffling structure can be not only used for compressing construction land tenure, can also reduce construction costs, shorten the construction period.The soil-baffling structure that the utility model is provided, can play a part of retaining wall, live, store in a warehouse temporarily at the same time it can also make full use of truss inner space to be used for etc., realize uniting two into one for soil-baffling structure and building structure.
Description
Technical field
The utility model is related to retaining wall structure improvement, belongs to slope project field in civil engineering, more particularly to a kind of
The many Pin space trusses soil-baffling structures of gravity type.
Background technology
Slope project is a link especially important in whole great civil engineering, reason be China be mountain more than one state
, most of mountain area natural calamity, such as landslide, avalanche, dropstone, landslide and mud-rock flow relevant with side slope.Slope project it is good
Bad run well on major project has very important influence, and the quality of slope project is built to the living environment of people, production
If all tool has very great significance.But, slope project amount is big, technical difficulty is big, accident rate is high, due to natural conditions,
The property of the difference of matter condition, rock mass and the soil body varies, and engineers can not obtain accurate mechanics parameter, and engineering is built
Setting tool has very big technological challenge.
In urban construction general layout, generally crew quarter, warehouse and house frame structure are arranged in yi word pattern, to the greatest extent
House frame structure is avoided retaining wall by amount, it is to avoid house frame structure is on digging up and filling in soil, and bulk settling is caused
Adverse effect, but city build in run into larger problem be that neighboring buildings are intensive, limited by expropriation of land red line, engineering construction is opened
Dig and building arrangement is all very narrow.One kind how is designed to avoid existing house frame structure setting while saving the area
Retaining wall in backfill is the problem of those skilled in the art need solution.
Utility model content
The purpose of this utility model is to provide a kind of many Pin space trusses earth-retaining knots of gravity type for being effectively compressed construction land tenure
Structure, for solving the problem of construction building thing arrangement is excessively intensive in urban construction, the truss soil-baffling structure can be not only used for
Construction land tenure is compressed, construction costs can also be reduced, shortens the construction period.
To achieve the above object, the technical solution of the utility model is：A kind of many Pin space trusses soil-baffling structures of gravity type,
Prestressed anchor including space truss structure and supporting and space truss structure, the space truss structure connects up and down including multiple
The truss structure connect, the truss structure is included outside multiple many truss structures for be arrangeding in parallel and forming a line, many truss structures
Connected by multiple elongated crossbeams, provided with many cant beams between the crossbeam for facing side soil body side；The prestressed anchor is set
Put and face in space truss structure close to side soil body side, prestressed anchor insertion is faced in the soil body of side.
Preferred as one kind of this programme, ground is fixed in the space truss structure bottom by earth anchor or uplift pile.
It is preferred as one kind of this programme, top board, base plate and side plate are installed inside the space truss structure, room is formed
Room structure.
Preferred as one kind of this programme, top board, base plate and the side plate of the space truss structure are provided with waterproof material.
The beneficial effects of the utility model are：
1st, the utility model can play the work of retaining wall using many Pin space truss structures of gravity type as soil-baffling structure
With, meanwhile, the space structure constituted in truss is internally formed interim inhabitation, the space of storage.
2nd, on the one hand the utility model make it that house frame structure type is flexible and changeable by the flexible combination of truss structure,
Meet the functional requirement in different places；On the other hand, soil-baffling structure unites two into one with building structure, saves the area, and is built in city
If especially down town construction land it is nervous under conditions of, play very big economic benefit and space efficiency.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the supporting construction schematic diagram of the utility model prestressed anchor；
Fig. 3 is the supporting construction schematic diagram of the utility model uplift pile；
Fig. 4 is internal structure schematic diagram of the present utility model.
Embodiment
The technical scheme in the utility model embodiment is clearly and completely described below in conjunction with accompanying drawing.
As Figure 1-4, many Pin space trusses soil-baffling structures of a kind of gravity type, including space truss structure 1 and support sky
Between truss structure 1 prestressed anchor 2, the space truss structure 1 include multiple truss structures 3 being vertically connected with, the purlin
Frame structure 3 includes multiple many truss structures 4 for be arrangeding in parallel and forming a line, and many truss structures 4 are solid by multiple elongated crossbeams 5
It is fixed, provided with many cant beams 6 between the crossbeam 5 for facing the side of the side soil body 7；The prestressed anchor 2 is arranged on space truss structure 1
Close to facing the side of the side soil body 7, and the insertion of prestressed anchor 2 is faced in the side soil body 7, realizes earth-retaining function.
For robust structure, structure is not susceptible to inclination, side and fall, the bottom of the space truss structure 1 passes through earth anchor 8
Support, can also be fixed on ground by uplift pile 9.
It is also equipped with may make up the top board 10 of building structure, base plate 11 and side plate 12 inside the space truss structure 1.
Waterproof material is provided with top board 10, base plate 11 and the side plate 12 of the space truss structure 1.
The many Pin space truss structures of gravity type that the utility model embodiment is provided can play earth-retaining as soil-baffling structure
The effect of wall, meanwhile, the space structure constituted in truss is internally formed for living temporarily, the space of storage, and compression construction is used
Ground, under conditions of urban construction especially down town construction land is nervous, plays very big economic benefit and space efficiency.
Described embodiment is only a part of embodiment of the utility model, rather than whole embodiments.Based on this
Embodiment in utility model, those of ordinary skill in the art obtained under the premise of creative work is not made it is all its
His embodiment, belongs to scope of the present utility model.
Claims (4)
1. a kind of many Pin space trusses soil-baffling structures of gravity type, it is characterised in that including space truss structure and supporting and space purlin
The prestressed anchor of frame structure, the space truss structure includes multiple truss structures being vertically connected with, the truss structure bag
Multiple many truss structures for be arrangeding in parallel and forming a line are included, many truss structures are outer to be connected by multiple elongated crossbeams, close
Face between the crossbeam of side soil body side provided with many cant beams；The prestressed anchor is arranged on space truss structure close to facing the side soil body
Side, prestressed anchor insertion is faced in the soil body of side.
2. a kind of many Pin space trusses soil-baffling structures of gravity type according to claim 1, it is characterised in that the space purlin
Frame structural base is fixed on ground by earth anchor or uplift pile.
3. a kind of many Pin space trusses soil-baffling structures of gravity type according to claim 1, it is characterised in that the space purlin
The inside of frame structure is provided with top board, base plate and side plate, forms building structure.
4. a kind of many Pin space trusses soil-baffling structures of gravity type according to claim 3, it is characterised in that the space purlin
Top board, base plate and the side plate of frame structure are provided with waterproof material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621352829.9U CN206319336U (en) | 2016-12-09 | 2016-12-09 | A kind of many Pin space trusses soil-baffling structures of gravity type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621352829.9U CN206319336U (en) | 2016-12-09 | 2016-12-09 | A kind of many Pin space trusses soil-baffling structures of gravity type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319336U true CN206319336U (en) | 2017-07-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621352829.9U Expired - Fee Related CN206319336U (en) | 2016-12-09 | 2016-12-09 | A kind of many Pin space trusses soil-baffling structures of gravity type |
Country Status (1)
| Country | Link |
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| CN (1) | CN206319336U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759468A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
-
2016
- 2016-12-09 CN CN201621352829.9U patent/CN206319336U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759468A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
| CN106759468B (en) * | 2016-12-09 | 2019-01-04 | 福建工程学院 | A kind of more Pin space truss soil-baffling structures of gravity type |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20191209 |