CN205839771U - A kind of soil slope structure being built on basement - Google Patents
A kind of soil slope structure being built on basement Download PDFInfo
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- CN205839771U CN205839771U CN201620634329.8U CN201620634329U CN205839771U CN 205839771 U CN205839771 U CN 205839771U CN 201620634329 U CN201620634329 U CN 201620634329U CN 205839771 U CN205839771 U CN 205839771U
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Abstract
The utility model discloses a kind of soil slope structure being built on basement, include the most successively: basement roof, rubble drainage layer, foam layer and plantation soil layer, the side of described foam layer is stepped shape, described foam layer is covered with geotextiles with the junction of plantation soil layer and the junction of foam layer and rubble drainage layer, the middle part of described foam layer is provided with Roofing slab, and described Roofing slab is the plate body structure supported by several support members.This utility model uses the materials such as lightweight foamed plastics layer as slight slope inside stuffing, alleviates the load of basement, thus reaches the design effect of landscape slight slope.
Description
Technical field
This utility model relates to a kind of large area mima type microrelief construction structure, is more particularly to one and is built on basement
Soil slope structure.
Background technology
Because of architectural design early stage, fail to take into full account the mima type microrelief of garden landscape, sometimes for the scape reaching nature heap slope
See effect, need during landscape construction, build one beyond the slight slope in the range of original building design load.If slight slope is complete
If Quan Youchun backfill soil carries out heap slope, original building design load can be exceeded, cause basement structure to damage, such as basement car
The top board structure in storehouse, can badly influence safety problem.Because architectural design fails to take into full account this load requirement, also with regard to serious shadow
The design having rung later stage garden landscape plays.
In consideration of it, how to design a kind of soil slope structure that can alleviate basement platform load, it is that industry is urgently to be resolved hurrily
Problem.
Utility model content
Technical problem to be solved in the utility model is to overcome above-mentioned the deficiencies in the prior art, it is provided that one is built in underground
Soil slope structure on room.
The technical scheme in the invention for solving the above technical problem is: a kind of slight slope knot being built on basement
Structure, includes the most successively: basement roof, rubble drainage layer, foam layer and plantation soil layer, described foam plastics
The side of layer is stepped shape, the junction of described foam layer and plantation soil layer and foam layer and rubble drainage layer
Junction be covered with geotextiles.
Preferably, the middle part of described foam layer is provided with Roofing slab, and described Roofing slab is by several
The plate body structure that support member is supported.
Preferably, described plantation soil layer be shaped as ramp shaped.
Compared with prior art, the beneficial effects of the utility model: this utility model uses lightweight foamed plastics layer and frame
Hollow plate, as slight slope inside stuffing, alleviates the load of basement, thus reaches the design effect of landscape slight slope.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme in this utility model embodiment, required in embodiment being described below
Accompanying drawing to be used is briefly described, wherein:
Fig. 1 is the structural representation of this utility model first embodiment;
Fig. 2 is the structural representation of this utility model the second embodiment.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, this utility model is described further.In preferred embodiment
Cited as " on ", D score, "left", "right", the term such as " middle " and " ", only clear for ease of narration, and be not used to
Limit the enforceable scope of this utility model, being altered or modified of its relativeness, changing under technology contents without essence, when also
It is considered as the enforceable category of this utility model.
Referring to Fig. 1, a kind of soil slope structure being built on basement of design in this utility model first embodiment, it is main
Including: basement roof 1, rubble drainage layer 2, foam layer 3 and plantation soil layer 4.
Specifically, rubble drainage layer 2 and foam layer 3, foam layer are set gradually in the upper end of basement roof 1
The side of 3 is stepped shape, backfills planting soil layer 4, in the combination of foam layer 3 with plantation soil layer 4 on foam layer 3
The junction of place and foam layer 3 and rubble drainage layer 2 is covered with geotextiles 5, and geotextiles 5 plays partition effect, for
Will not be loose when guarantee integral foam plastic layer fills construction.The shape of plantation soil layer 4 is ramp shaped.
The soil slope structure feature of first embodiment: 1. speed of application is fast, efficiency is high;2. earthing is thicker, and favourable megaphanerophyte is planted
Thing grows;3. the soil slope structure that suitable variation in moulding is bigger;4. optimum plot size is little or heap slope height lower ground shape.
Refer to Fig. 2, in this utility model the second embodiment design a kind of soil slope structure being built on basement, its with
Differring primarily in that of first embodiment: have additional Roofing slab 6.Specifically, Roofing slab 6 is to be supported by several support members
The plate body structure with certain altitude come, Roofing slab 6 protrudes the middle part being positioned at foam layer 3.
The soil slope structure feature of the second embodiment: 1. lower than first embodiment of cost;2. suitable slope top area big and
The landform that hillside is steeper.
Work progress of the present utility model: according to the mima type microrelief absolute altitude of design, slight slope peak is spread toward surrounding, according to
The reality of design is returned soil thickness and is determined the height and the width of lightweight filler, and lightweight filler is mainly foam layer
And Roofing slab;Rubble drainage layer is first set on basement roof, then at rubble drainage layer top fixed foam plastic layer and
Roofing slab, covers by geotextiles the most below, is then backfilled to planting soil reach mima type microrelief designed elevation, thus complete
Become construction.
The above, be only preferred embodiment of the present utility model, not this utility model is made any in form
Restriction, any those skilled in the art, in the range of without departing from technical solutions of the utility model, according to skill of the present utility model
Any brief introduction amendment, equivalent variations and the modification that above example is made by art essence, all still falls within this utility model technical side
In the range of case.
Claims (3)
1. the soil slope structure being built on basement, it is characterised in that include the most successively: basement roof (1), broken
Stone drainage layer (2), foam layer (3) and plantation soil layer (4), the side of described foam layer is stepped shape, described
Foam layer is covered with geotextiles with the junction of plantation soil layer and the junction of foam layer and rubble drainage layer
(5).
The soil slope structure being built on basement the most according to claim 1, it is characterised in that described foam layer (3)
Middle part be provided with Roofing slab (6), described Roofing slab is the plate body structure supported by several support members.
The soil slope structure being built on basement the most according to claim 1 and 2, it is characterised in that described plantation soil layer (4)
Be shaped as ramp shaped.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620634329.8U CN205839771U (en) | 2016-06-23 | 2016-06-23 | A kind of soil slope structure being built on basement |
Applications Claiming Priority (1)
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CN201620634329.8U CN205839771U (en) | 2016-06-23 | 2016-06-23 | A kind of soil slope structure being built on basement |
Publications (1)
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CN205839771U true CN205839771U (en) | 2016-12-28 |
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Family Applications (1)
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CN201620634329.8U Active CN205839771U (en) | 2016-06-23 | 2016-06-23 | A kind of soil slope structure being built on basement |
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CN (1) | CN205839771U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108166527A (en) * | 2017-12-19 | 2018-06-15 | 江润实业(深圳)有限公司 | Ecological greening landscape heap slope and construction method |
-
2016
- 2016-06-23 CN CN201620634329.8U patent/CN205839771U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108166527A (en) * | 2017-12-19 | 2018-06-15 | 江润实业(深圳)有限公司 | Ecological greening landscape heap slope and construction method |
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