CN205636644U - Revetment structure of preventing frostbite and expanding - Google Patents
Revetment structure of preventing frostbite and expanding Download PDFInfo
- Publication number
- CN205636644U CN205636644U CN201620449834.5U CN201620449834U CN205636644U CN 205636644 U CN205636644 U CN 205636644U CN 201620449834 U CN201620449834 U CN 201620449834U CN 205636644 U CN205636644 U CN 205636644U
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- revetment structure
- bed course
- freeze expansion
- revetment
- thickness
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Abstract
The utility model relates to a revetment structure of preventing frostbite and expanding is connected with the bank body and water, and this revetment structure includes by supreme usually soil, blotter, XPS board bed course, microlith concrete -based layer and ground stone material layer of laying in proper order down, between the revetment structure and the bank body, all be provided with a vertical concrete retaining wall between revetment structure and the water. Compared with the prior art, the utility model has the advantages of prevent frostbite and expand, keep warm effectual, stable high, construction simple operation.
Description
Technical field
This utility model relates to a kind of revetment structure, especially relates to the revetment structure of a kind of anti-freeze expansion.
Background technology
Along the river ground is arranged, and the structures on protection riverbank (stop bank slope collapse or wash away) are referred to as revetment (bank protection).
Often because winter temperature is too low or weather excessive temperature differentials, easily there is freezing expansion, causes water scenery to be tied in north water scenery
There is crack in structure, and therefore, how anti-freeze expansion is mated formation is the important topic in Landscape Planning and Design.
Water absorption rate is the important parameter weighing insulation material.After insulation material water suction, heat-insulating property declines therewith,
At low temperatures, the water electrode of suction easily freezes, and destroys the structure of insulation material so that the resistance to compression of sheet material and
Heat-insulating property declines.Owing to polystyrene molecular structure itself does not absorbs water, sheet material molecular structure stabilized, gapless,
Solve other material leak, permeate, frosting, the problem such as condensation.
XPS plate (i.e. extrusion molding polystyrene polyfoam for heat insulation is called for short extruded sheet) environmental-protecting performance mainly depends on
In foaming agent, current most domestic manufacturer uses CO2As catalyst, but part producer uses fluorine always
Leon, has detected stable chemical performance through national departments concerned, and non-volatile harmful substance is harmless, produces
Raw material uses ep-type material, does not produce any industrial pollution.This product belongs to environmental protection building material.
Utility model content
Defect that the purpose of this utility model is contemplated to overcome above-mentioned prior art to exist and a kind of anti-freeze expansion is provided
Revetment structure, there is the advantages such as anti-freeze expansion, high insulating effect, stability is high, constructing operation is convenient.
The purpose of this utility model can be achieved through the following technical solutions:
The revetment structure of a kind of anti-freeze expansion, is connected with bank body and water body, and this revetment structure includes the most successively
Element soil, blotter, XPS plate bed course, pea gravel concreten basic unit and ground stone layer, the revetment structure laid
And it is provided with a vertical concrete guard wall between bank body, between revetment structure and water body.
The thickness of described XPS plate bed course increases along with the reduction laying height.
Described ground stone layer is the hierarchic structure built by laying bricks or stones by cement mortar and stone material.
Described stone material is granite.
The thickness of described XPS plate bed course is 25-35mm.
The thickness of described blotter is 550-650mm.
The thickness of described pea gravel concreten basic unit is 150-250mm.
Described XPS plate bed course is laid by the XPS plate layering fissure of displacement and is formed.
Compared with prior art, this utility model has the advantage that
1) revetment simple in construction, uses XPS plate bed course that north water scenery can be prevented because of frost heave seepage occur, with
It is easy to the maintenance of view water scenery, thus reaches certain landscape effect, solve water scenery basis under northern cold cool condition
Antiseep problem；
2) XPS plate bed course has top layer and the hole-closing structure internal layer of densification, and it uses thickness to be smaller than other type
Insulation material；
3) XPS plate bed course is due to the hole-closing structure of internal layer, and therefore it has good moisture resistance, at moist ring
In border, still can keep good thermal and insulating performance, and the thickness of XPS plate bed course is along with the reduction laying height
And increase, it is effectively improved revetment and touches the anti humility performance of water body part；
4) XPS plate bed course has good comprcssive strength, and in construction, the most easy to crack and damage, this is attributed to
The high compressive strength of XPS plate；
5) XPS plate bed course serviceability is high, and general XPS plate service life was in 60～80 years, and stability is high；
6) XPS plate bed course is applied widely, and XPS plate through 10 years development, has been obtained for wide in China
General concern and popularization, and define country's XPS heat-insulation system standard；
7) XPS plate bed course uses ep-type material, does not produce any industrial pollution, is particularly well-suited to revetment structure；
8) ground stone layer is designed as stone stage structure, good looking appearance, can be easy to people and have a rest on water body limit, view and admire,
Form landscape the most beautiful in view water scenery；
9) appropriate design blotter, XPS plate bed course, the thickness of pea gravel concreten basic unit, both can be effectively
Protection riverbank, stops bank slope collapse or washes away, and can be effectively prevented again bursting by freezing and expand.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic diagram.
In figure: 1, bank body, 2, water body, 3, vertical concrete guard wall, 4, element soil, 5, blotter, 6,
XPS plate bed course, 7, pea gravel concreten basic unit, 8, cement mortar, 9, stone material.
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.The present embodiment is with this practicality
Implement premised on new technique scheme, give detailed embodiment and concrete operating process, but this reality
It is not limited to following embodiment with novel protection domain.
As it is shown in figure 1, the revetment structure of a kind of anti-freeze expansion, be connected with bank body 1 and water body 2, revetment structure with
A vertical concrete guard wall 3 it is provided with, this revetment structure bag between bank body 1, between revetment structure and water body 2
Include lay the most successively element soil 4, blotter 5, XPS plate bed course 6, pea gravel concreten basic unit 7 and
Ground stone layer, ground stone layer is the overall hierarchic structure built by laying bricks or stones by cement mortar 8 and stone material 9,
XPS plate bed course 6 is laid by the XPS plate layering fissure of displacement and is formed, and the thickness of XPS plate bed course 6 is along with laying height
Reduction and increase.
Wherein, the thickness of XPS plate bed course 6 is 25-35mm, and the thickness of blotter 5 is 550-650mm,
The thickness of pea gravel concreten basic unit 7 is 150-250mm.
In the present embodiment, the thickness of blotter 5 (also known as Gobi desert bed course) is 600mm, XPS plate bed course 6
Thickness be 30mm, pea gravel concreten basic unit 7 uses C25 pea gravel concreten, and its thickness is 200mm, water
Cement mortar 8 uses 1:3 ratio, and its thickness is 30mm, and be used for boning ground stone material 9, and stone material 9 uses
Light grey Fructus Ananadis comosi face stage stone granite, a height of 130mm in ladder rank of formation, a width of 470mm in rank.
The cross section of the concrete guard wall between bank body 1 and revetment is in the font of falling T, and bottom arranges increase by force
The foundation stone block of degree, the concrete guard wall between water body 2 and revetment uses and is vertically arranged mode.
The revetment structure built can prevent the north water scenery seepage occur, in order to the maintenance of view water scenery, makes to reach
To certain landscape effect, and paving mode can save substantial amounts of human and material resources, and water landscape is safeguarded into
This.
Claims (8)
1. a revetment structure for anti-freeze expansion, is connected with bank body (1) and water body (2), it is characterised in that should
Element soil (4), blotter (5) that revetment structure includes laying the most successively, XPS plate bed course (6),
Pea gravel concreten basic unit (7) and ground stone layer, between revetment structure and bank body (1), revetment structure and water body
(2) a vertical concrete guard wall (3) it is provided with between.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described XPS
The thickness of plate bed course (6) increases along with the reduction laying height.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described ground stone
Sheet material layers is the hierarchic structure built by laying bricks or stones by cement mortar (8) and stone material (9).
The revetment structure of a kind of anti-freeze expansion the most according to claim 3, it is characterised in that described stone material (9)
For granite.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described XPS
The thickness of plate bed course (6) is 25-35mm.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described rubble pad
The thickness of layer (5) is 550-650mm.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described microlith mixes
The thickness of solidifying soil matrix layer (7) is 150-250mm.
The revetment structure of a kind of anti-freeze expansion the most according to claim 1, it is characterised in that described XPS
Plate bed course (6) is laid by the XPS plate layering fissure of displacement and is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620449834.5U CN205636644U (en) | 2016-05-17 | 2016-05-17 | Revetment structure of preventing frostbite and expanding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620449834.5U CN205636644U (en) | 2016-05-17 | 2016-05-17 | Revetment structure of preventing frostbite and expanding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205636644U true CN205636644U (en) | 2016-10-12 |
Family
ID=57057249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620449834.5U Expired - Fee Related CN205636644U (en) | 2016-05-17 | 2016-05-17 | Revetment structure of preventing frostbite and expanding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205636644U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592515A (en) * | 2016-12-26 | 2017-04-26 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | Steel plate slope protection type water body revetment structure |
| CN106930234A (en) * | 2017-03-21 | 2017-07-07 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of High-cold regions earth and rockfill dam protective slope structure and its construction method |
| CN113897905A (en) * | 2021-10-19 | 2022-01-07 | 长春工程学院 | Anti-freezing embedded type near-water retaining wall structure and construction method |
-
2016
- 2016-05-17 CN CN201620449834.5U patent/CN205636644U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592515A (en) * | 2016-12-26 | 2017-04-26 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | Steel plate slope protection type water body revetment structure |
| CN106592515B (en) * | 2016-12-26 | 2020-04-07 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | Steel plate slope protection type water body revetment structure |
| CN106930234A (en) * | 2017-03-21 | 2017-07-07 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of High-cold regions earth and rockfill dam protective slope structure and its construction method |
| CN113897905A (en) * | 2021-10-19 | 2022-01-07 | 长春工程学院 | Anti-freezing embedded type near-water retaining wall structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 Termination date: 20190517 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |