CN106759468B - A kind of more Pin space truss soil-baffling structures of gravity type - Google Patents
A kind of more Pin space truss soil-baffling structures of gravity type Download PDFInfo
- Publication number
- CN106759468B CN106759468B CN201611131280.5A CN201611131280A CN106759468B CN 106759468 B CN106759468 B CN 106759468B CN 201611131280 A CN201611131280 A CN 201611131280A CN 106759468 B CN106759468 B CN 106759468B
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- China
- Prior art keywords
- truss
- space truss
- soil
- structures
- space
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- 230000005484 gravity Effects 0.000 title claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 14
- 238000003780 insertion Methods 0.000 claims abstract description 4
- 230000037431 insertion Effects 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 17
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of more Pin space truss 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 more truss structures for being arranged in parallel and forming a line, pass through multiple elongated crossbeam connections outside more truss structures, more cant beams are equipped between the crossbeam for facing side soil body side；Prestressed anchor setting is faced in the soil body of side in space truss structure close to side soil body side, prestressed anchor insertion is faced.For the present invention for solving the problems, such as that construction building object arrangement is excessively intensive in urban construction, which can be not only used for compression construction land tenure, can also reduce project cost, shorten the construction period.Soil-baffling structure provided by the invention can play the role of retaining wall, and at the same time it can also make full use of truss inner space for temporarily living, storage etc., realization soil-baffling structure and building structure are combined into one.
Description
Technical field
The present invention relates to retaining wall structure improvement, belong to slope project field more particularly to a kind of gravity in civil engineering
The more Pin space truss soil-baffling structures of formula.
Background technique
Slope project is an especially important link in entire great civil engineering, the reason is that China is the state on mountain more than one
Family, most of mountain area natural calamity is related with side slope, such as landslide, avalanche, dropstone, landslide and mud-rock flow.Slope project it is good
Bad to have very important influence to major project normal operation, the quality of slope project builds 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 is multifarious, and engineers are unable to get accurate mechanics parameter, builds to engineering
Setting tool has very big technological challenge.
In urban construction general layout, usually crew quarter, warehouse and house frame structure are arranged in "-" type, to the greatest extent
House frame structure is avoided retaining wall by amount, and house frame structure is avoided to be on digging up and filling in soil, and is caused to bulk settling
Adverse effect, but city build in encounter biggish problem be that neighboring buildings are intensive, limited by expropriation of land red line, engineering construction is opened
It digs 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 those skilled in the art's problem to be solved.
Summary of the invention
The object of the present invention is to provide a kind of more Pin space truss soil-baffling structures of gravity type for being effectively compressed construction land tenure, use
In solving the problems, such as that construction building object arrangement is excessively intensive in urban construction, which can be not only used for compression and applies
Work land used can also reduce project cost, shorten the construction period.
For achieving the above object, the technical scheme is that a kind of more Pin space truss soil-baffling structures of gravity type,
Prestressed anchor including space truss structure and supporting and space truss structure, the space truss structure include multiple connecting up and down
The truss structure connect, the truss structure include multiple more truss structures for being arranged in parallel and forming a line, outside more truss structures
By multiple elongated crossbeam connections, more cant beams are equipped between the crossbeam for facing side soil body side；The prestressed anchor is set
It sets and faces in the soil body of side in space truss structure close to side soil body side, prestressed anchor insertion is faced.
Preferably, ground is fixed on by earth anchor or uplift pile in the space truss structure bottom to one kind as this programme.
One kind as this programme is preferably equipped with top plate and bottom plate and side plate inside the space truss structure, form room
Room structure.
Preferably, the top plate and bottom plate and side plate of the space truss structure are provided with waterproof material to one kind as this programme.
The beneficial effects of the present invention are:
1, the present invention can play the role of retaining wall using the more Pin space truss structures of gravity type as soil-baffling structure,
Meanwhile the interim space lived, stored in a warehouse is formed inside the space structure of truss composition.
2, one aspect of the present invention makes house frame structure type flexible and changeable by the flexible combination of truss structure, meets
The functional requirement in different places；On the other hand, soil-baffling structure is combined into one with building structure, is saved the area, outstanding in urban construction
It is to play very big economic benefit and space efficiency under conditions of down town construction land is nervous.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the support construction schematic diagram of prestressed anchor of the present invention；
Fig. 3 is the support construction schematic diagram of uplift pile of the present invention；
Fig. 4 is schematic diagram of internal structure of the invention.
Specific embodiment
Below in conjunction with attached drawing, technical scheme in the embodiment of the invention is clearly and completely described.
As shown in Figs 1-4, the more Pin space truss 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 more truss structures 4 for being arranged in parallel and forming a line, and more truss structures 4 are solid by multiple elongated crossbeams 5
It is fixed, more cant beams 6 are equipped between the crossbeam 5 for facing 7 side of the side soil body；The prestressed anchor 2 is arranged in space truss structure 1
It is close to face 7 side of the side soil body, and the insertion of prestressed anchor 2 is faced in the side soil body 7, realizes earth-retaining function.
For robust structure, make that structure is not susceptible to inclination, side is fallen, the bottom of the space truss structure 1 passes through earth anchor 8
Support, can also be fixed on ground by uplift pile 9.
The top plate 10, bottom plate 11 and side plate 12 that may make up building structure are also equipped with inside the space truss structure 1.
Waterproof material is provided on the top plate 10 of the space truss structure 1, bottom plate 11 and side plate 12.
The more Pin space truss structures of gravity type provided in an embodiment of the present invention can play retaining wall as soil-baffling structure
Effect, meanwhile, it is formed inside the space structure of truss composition for temporarily living, the space of storage, compresses construction land tenure,
Under conditions of urban construction especially down town construction land is nervous, very big economic benefit and space efficiency are played.
Described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based on the present invention
In embodiment, every other implementation obtained by those of ordinary skill in the art without making creative efforts
Example, belongs to the scope of the present invention.
Claims (1)
1. a kind of more Pin space truss soil-baffling structures of gravity type, which is characterized in that including space truss structure and supporting and space purlin
The prestressed anchor of frame structure, the space truss structure include multiple truss structures being vertically connected with, the truss structure packet
Multiple more truss structures for being arranged in parallel and forming a line are included, pass through multiple elongated crossbeam connections outside more truss structures, it is close
Face between the crossbeam of side soil body side equipped with more cant beams；Prestressed anchor setting is in space truss structure close to facing the side soil body
Side, prestressed anchor insertion are faced in the soil body of side；Ground is fixed on by earth anchor or uplift pile in the space truss structure bottom；
The inside of the space truss structure is equipped with top plate and bottom plate and side plate, forms building structure；The top of the space truss structure
Plate, bottom plate and side plate are provided with waterproof material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611131280.5A CN106759468B (en) | 2016-12-09 | 2016-12-09 | A kind of more Pin space truss soil-baffling structures of gravity type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611131280.5A CN106759468B (en) | 2016-12-09 | 2016-12-09 | A kind of more Pin space truss soil-baffling structures of gravity type |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106759468A CN106759468A (en) | 2017-05-31 |
| CN106759468B true CN106759468B (en) | 2019-01-04 |
Family
ID=58879374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611131280.5A Expired - Fee Related CN106759468B (en) | 2016-12-09 | 2016-12-09 | A kind of more Pin space truss soil-baffling structures of gravity type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759468B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1133930A (en) * | 1995-03-19 | 1996-10-23 | 沈文龙 | Antiseismic flood-proof house and its mfg. and installation method |
| JP2004100157A (en) * | 2002-09-05 | 2004-04-02 | Toda Constr Co Ltd | Retaining wall structure and its construction method |
| CN104018405A (en) * | 2014-06-04 | 2014-09-03 | 北京工业大学 | Pile-anchor-frame composite double-layer roadbed structure |
| CN104652475A (en) * | 2015-02-27 | 2015-05-27 | 重庆大学 | Truss type retaining wall |
| CN105369823A (en) * | 2015-11-30 | 2016-03-02 | 上海勘测设计研究院有限公司 | Box-type retaining wall |
| CN206319336U (en) * | 2016-12-09 | 2017-07-11 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
-
2016
- 2016-12-09 CN CN201611131280.5A patent/CN106759468B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1133930A (en) * | 1995-03-19 | 1996-10-23 | 沈文龙 | Antiseismic flood-proof house and its mfg. and installation method |
| JP2004100157A (en) * | 2002-09-05 | 2004-04-02 | Toda Constr Co Ltd | Retaining wall structure and its construction method |
| CN104018405A (en) * | 2014-06-04 | 2014-09-03 | 北京工业大学 | Pile-anchor-frame composite double-layer roadbed structure |
| CN104652475A (en) * | 2015-02-27 | 2015-05-27 | 重庆大学 | Truss type retaining wall |
| CN105369823A (en) * | 2015-11-30 | 2016-03-02 | 上海勘测设计研究院有限公司 | Box-type retaining wall |
| CN206319336U (en) * | 2016-12-09 | 2017-07-11 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106759468A (en) | 2017-05-31 |
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