CN206646513U - A kind of excavation and filling combines the earth material field slag field composite construction of construction - Google Patents
A kind of excavation and filling combines the earth material field slag field composite construction of construction Download PDFInfo
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- CN206646513U CN206646513U CN201720227084.1U CN201720227084U CN206646513U CN 206646513 U CN206646513 U CN 206646513U CN 201720227084 U CN201720227084 U CN 201720227084U CN 206646513 U CN206646513 U CN 206646513U
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- field
- earth material
- construction
- slag
- excavation
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Abstract
The utility model discloses the earth material field slag field composite construction that a kind of excavation and filling combines construction, include slag field（3）With earth material field（1）, slag field（3）Occupation of land is the part that earth material field is taken up an area.The utility model can reduce engineering and take up an area and reduce construction investment temporarily.
Description
Technical field
A kind of earth material field slag field structure is the utility model is related to, the earth material field slag field that particularly a kind of excavation and filling combines construction is answered
Close structure.
Background technology
Build hydraulic engineering to be related to the excavation of a large amount of cubic metres of earth and stone and fill, therefore be necessarily required to arrangement and meet that design capacity will
The Dumping Sites asked and stock ground.In Practical Project, Dumping Sites and stock ground are generally arranged in diverse location, but in some valleys
The hydraulic engineering that area is built often face the problem of construction site layout difficulty, particularly Dumping Sites and stock ground because take up an area compared with
Greatly, it is difficult to choose correct position.Slag field is combined with earth material field and can effectively solve the problem that slag field Layout Problem.
The content of the invention
The purpose of this utility model is, there is provided a kind of excavation and filling combines earth material field and the slag field composite construction of construction.This reality
Engineering, which is reduced, with New Energy takes up an area and reduce construction investment temporarily.
The technical solution of the utility model：A kind of excavation and filling combines the earth material field slag field composite construction of construction, includes slag field
With earth material field, the occupation of land of slag field is the part that earth material field is taken up an area.
Foregoing excavation and filling combines the earth material field slag field composite construction of construction, excavates earth material on the earth material field, slag field is located at
The side of the heatable adobe sleeping platform formed after earth material is excavated in earth material field, and the earth material of excavation is located at the opposite side of heatable adobe sleeping platform.
Foregoing excavation and filling combines the earth material field slag field composite construction of construction, and the slag field demand can be divided into multilayer by measure,
It is trapezoidal per layer cross section, is highly 10-15m, interlayer is provided with packway.
Foregoing excavation and filling combines the earth material field slag field composite construction of construction, and the slope ratio of the earth material filling building is 1:1.5-2.
Foregoing excavation and filling combines the earth material field slag field composite construction of construction, and the slope ratio that the slag field is filled is 1:1.5-2.
The beneficial effects of the utility model：
1st, the utility model uses earth material field and slag field composite construction, and the occupation of land of slag field is the part that earth material field is taken up an area, and is solved
Many hydraulic engineerings of having determined are difficult to the problem for arranging slag field, while reduce land area, save engineering cost, have huge
Economic benefit；
2nd, earth material is arranged in the side of composite construction, slag field is arranged in into composite construction opposite side by the utility model, just
To the excavation of earth material when hydraulic engineering is filled and needs to utilize earth material；
3rd, the layer height of composite construction first of the present utility model is 10-15m, is ensured while composite construction capacity is ensured
Directly structural top can be constructed；Slag field segments first layer can be set packway after filling and continue the second layer and fill.
Brief description of the drawings
Accompanying drawing 1 is structural representation of the present utility model；
Accompanying drawing 2 is construction technology figure of the present utility model；
Accompanying drawing 3 is construction technology figure of the present utility model；
Accompanying drawing 4 is construction technology figure of the present utility model；
Accompanying drawing 5 is construction technology figure of the present utility model；
Accompanying drawing 6 is the structural representation after earth material is transported.
Description of reference numerals：1- earth materials field, 2- earth materials, 3- slags field, 4- original places upper thread, above-ground route after 5- is excavated.
Embodiment
The utility model is further described with reference to the accompanying drawings and examples, but is not intended as to the utility model
The foundation of limitation.
Embodiment of the present utility model：A kind of excavation and filling combines the earth material field slag field composite construction of construction, as shown in Figure 1,
Include slag field 3 and earth material field 1, the occupation of land of slag field 3 is the part that earth material field is taken up an area.
Earth material 2 is excavated on the earth material field 1, slag field 3 is located at the side that the heatable adobe sleeping platform formed after earth material 2 is excavated in earth material field 1, opened
The earth material 2 of digging is located at the opposite side of heatable adobe sleeping platform.
The slag field 3 demand can be divided into multilayer by measure（It is general to set 2 layers）, it is trapezoidal per layer cross section, is highly 10-
15m, interlayer are provided with packway.
The slope ratio that the earth material 2 fills is 1:1.5-2.
The slope ratio that the slag field 3 is filled is 1:1.5-2.
The construction process of the utility model structure is as follows：First before not yet slag charge is filled using slag field 3, according to earth material
Design yield and mining depth determine the outside line position of earth material field 1, and are opened from the outer edge of earth material field 1 to inner side by projected depth
Cut the earth and expect 2（As shown in figures 1 to 6, above-ground route 5 after excavating is excavated to from original place upper thread 4）The side of earth material field 1 is filled, earth material 2 is filled out
Slope ratio is built as 1:1.5-1:2, composite structural design height is highly must not exceed, stops excavating when earth material 2 can not continue to fill；
Start after filling slag charge, slag charge is transported to and tamps and continue to fill slag in the ground above section of heatable adobe sleeping platform scope at the heatable adobe sleeping platform dug out
Material, slag charge fill slope ratio with earth material filling building slope than identical, are 1:1.5-1:2, it highly must not exceed composite structural design height；With
This continue simultaneously by earth material field 1 do not excavate part from outside to inner side gradually all excavate finish, excavated material fill to earth material 2 with
The region vacated among slag charge, finished until design earth material filling building region is filled, be at the same time constantly transported to the slag charge of slag field 3
Also the space being newly excavated can be utilized to attack and occupy from outside to inner side to fill, until it is compound to complete overall earth material field 1 and slag field 3
Structure；Finally the earth material 2 that outside is filled is transported by design requirement, and reinforced to slag field is domatic, if demand in engineering
Part earth material can be arranged in after end at the top of slag field and carry out second ploughing, so as to reach the utilizing status best to soil.
Claims (5)
1. a kind of excavation and filling combines the earth material field slag field composite construction of construction, it is characterised in that：Include slag field（3）With earth material field
（1）, slag field（3）Occupation of land is the part that earth material field is taken up an area.
2. excavation and filling according to claim 1 combines the earth material field slag field composite construction of construction, it is characterised in that：The earth material
（1）Upper excavation earth material（2）, slag field（3）Positioned at earth material field（1）Excavate earth material（2）The side of the heatable adobe sleeping platform formed afterwards, the soil of excavation
Material（2）Positioned at the opposite side of heatable adobe sleeping platform.
3. excavation and filling according to claim 2 combines the earth material field slag field composite construction of construction, it is characterised in that：The slag field
（3）It demand can be divided into multilayer by measure, be trapezoidal per layer cross section, be highly 10-15m, interlayer is provided with packway.
4. excavation and filling according to claim 2 combines the earth material field slag field composite construction of construction, it is characterised in that：The earth material
（2）The slope ratio filled is 1:1.5-2.
5. excavation and filling according to claim 2 combines the earth material field slag field composite construction of construction, it is characterised in that：The slag field
（3）The slope ratio filled is 1:1.5-2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227084.1U CN206646513U (en) | 2017-03-09 | 2017-03-09 | A kind of excavation and filling combines the earth material field slag field composite construction of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227084.1U CN206646513U (en) | 2017-03-09 | 2017-03-09 | A kind of excavation and filling combines the earth material field slag field composite construction of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646513U true CN206646513U (en) | 2017-11-17 |
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ID=60280991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720227084.1U Active CN206646513U (en) | 2017-03-09 | 2017-03-09 | A kind of excavation and filling combines the earth material field slag field composite construction of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646513U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836229A (en) * | 2017-03-09 | 2017-06-13 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of excavation and filling combines the earth material slag composite construction and construction technology of construction |
-
2017
- 2017-03-09 CN CN201720227084.1U patent/CN206646513U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836229A (en) * | 2017-03-09 | 2017-06-13 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of excavation and filling combines the earth material slag composite construction and construction technology of construction |
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