CN206329009U - Factory loading dock ground leakage preventing structure - Google Patents
Factory loading dock ground leakage preventing structure Download PDFInfo
- Publication number
- CN206329009U CN206329009U CN201621384173.9U CN201621384173U CN206329009U CN 206329009 U CN206329009 U CN 206329009U CN 201621384173 U CN201621384173 U CN 201621384173U CN 206329009 U CN206329009 U CN 206329009U
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- layer
- leakage preventing
- preventing structure
- loading dock
- layers
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Abstract
The utility model is related to a kind of factory loading dock ground leakage preventing structure, it is characterized in that：The leakage preventing structure includes the rammed earth layer set gradually from bottom to up, graded broken stone layer, C25 concrete layers, cement sand bed, the floating layer of cement mortar, polyurethane water-proof layer, C30 pea gravel concretens sloping layer, epoxy resin prime coat, epoxy resin mortar layer, epoxy coating surface layer.The epoxy resin prime coat is two layers.The epoxy coating surface layer is two layers.Two layers of reinforcing bar is set in the C25 concrete layers, and every layer of reinforcing bar is two-way cross setting.Factory loading dock described in the utility model ground leakage preventing structure, disclosure satisfy that the requirement of fabrication facility floor anticorrosion, antiseepage, effectively prevent that chemicals from penetrating into ground, it is to avoid the pollution of environment；It ensure that pressure-resistant requirement simultaneously.
Description
Technical field
The utility model is related to a kind of leakage preventing structure of fabrication facility floor, especially a kind of factory loading dock ground antiseepage knot
Structure.
Background technology
In the prior art, production mill floor is needed to do the workshop of anti-corrosion, Anti-seeping technology, especially Chemical Manufacture, it is main
Act on is to prevent that material from leaking, it is to avoid the chemicals of leakage penetrates into ground, into surface water body.
Ground corrosion-resistant mode general mainly brushing corrosion-inhibiting coating, the stickup fiberglass on the matrix of ground used at present
Cloth, tiling, the laying species such as epoxy resin floor, although can to a certain extent with special work is met in the regular period
The requirement for anticorrosion of industry building ground, but because anti-corrosion material is not ideal enough or adhesive insufficient strength, the reason such as the term of validity is short, still
Special industry building ground anti-corrosion can not be fully met for a long time, effectively to require.In addition, ground matrix of the prior art is general
Using matrix such as cement mortar, concrete, the requirement of chemical industry workshop antiseepage is extremely difficult to.Fabrication facility floor is except antiseepage requirement
In addition, in unloading area due to being chronically at pressure state, in addition it is also necessary to ensure the resistance to pressure request on ground.
The content of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art there is provided a kind of ground antiseepage of factory loading dock
Structure, disclosure satisfy that the requirement of fabrication facility floor anticorrosion, antiseepage, effectively prevent that chemicals from penetrating into ground, it is to avoid the pollution of environment；
It ensure that pressure-resistant requirement simultaneously.
The technical scheme provided according to the utility model, factory loading dock ground leakage preventing structure, it is characterized in that：It is described
Leakage preventing structure includes the rammed earth layer, graded broken stone layer, C25 concrete layers, cement sand bed, water set gradually from bottom to up
The floating layer of cement mortar, polyurethane water-proof layer, C30 pea gravel concretens sloping layer, epoxy resin prime coat, epoxy resin mortar layer, epoxy
Cold coating surface layer.
Further, the epoxy resin prime coat is two layers.
Further, the epoxy coating surface layer is two layers.
Further, two layers of reinforcing bar is set in the C25 concrete layers, and every layer of reinforcing bar is two-way cross setting.
Further, the thickness of the graded broken stone layer is 150mm.
Further, the thickness of the C25 concrete layers is 200mm.
Further, the thickness of the floating layer of the cement mortar is 20mm.
Further, the thickness of the polyurethane water-proof layer is 1.5mm.
Further, the thickness of the C30 pea gravel concretens sloping layer is not less than 30mm.
Further, the thickness of the epoxy resin prime coat is 0.2mm, and the thickness of epoxy resin mortar layer is 5mm, asphalt mixtures modified by epoxy resin
The thickness of grease coating material surface layer is 0.2mm.
Factory loading dock described in the utility model ground leakage preventing structure, disclosure satisfy that fabrication facility floor anticorrosion, antiseepage
It is required that, effectively prevent that chemicals from penetrating into ground, it is to avoid the pollution of environment；It ensure that pressure-resistant requirement simultaneously.
Brief description of the drawings
Fig. 1 is the sectional view of factory loading dock described in the utility model ground leakage preventing structure.
Embodiment
With reference to specific accompanying drawing, the utility model is described in further detail.
As shown in Figure 1：Factory loading dock ground leakage preventing structure, which includes rammed earth layer 1, graded broken stone layer 2, C25, to be mixed
Solidifying soil layer 3, cement sand bed 4, the floating layer 5 of cement mortar, polyurethane water-proof layer 6, C30 pea gravel concretens sloping layer 7, asphalt mixtures modified by epoxy resin
Fat prime coat 8, epoxy resin mortar layer 9, epoxy coating surface layer 10 etc..
As shown in figure 1, factory loading dock described in the utility model ground leakage preventing structure includes what is set gradually from bottom to up
Rammed earth layer 1, graded broken stone layer 2, C25 concrete layers 3, cement sand bed 4, the floating layer 5 of cement mortar, polyurethane water-proof layer
6th, C30 pea gravel concretens sloping layer 7, two layers epoxy resin prime coat 8, epoxy resin mortar layer 9, two layers of epoxy coating surface layer
10.The utility model disclosure satisfy that the ground anticorrosion of factory loading dock, effectively impermeable requirement, preventing by said structure
Product penetrate into ground, it is to avoid the pollution of environment.
Two layers of reinforcing bar is set in the C25 concrete layers 3, and every layer of reinforcing bar is two-way cross setting, so as to reach factory
The requirement that loading dock is pressure-resistant.
The thickness of the graded broken stone layer 2 is 150mm, and the thickness of C25 concrete layers 3 is 200mm, the floating layer of cement mortar
5 thickness is 20mm, and the thickness of polyurethane water-proof layer 6 is 1.5mm, and the thickness of C30 pea gravel concretens sloping layer 7 is not less than
30mm, the thickness of epoxy resin prime coat 8 is 0.2mm, and the thickness of epoxy resin mortar layer 9 is 5mm, epoxy coating surface layer 10
Thickness is 0.2mm.
Factory loading dock described in the utility model ground leakage preventing structure is by the improvement to factory's Xie Hua areas earth construction, both
The pressure-resistant effect on ground is can guarantee that, anticorrosion and anti-seepage effect are can guarantee that again.
Claims (10)
1. a kind of factory loading dock ground leakage preventing structure, it is characterized in that：The leakage preventing structure includes what is set gradually from bottom to up
Rammed earth layer（1）, graded broken stone layer（2）, C25 concrete layers（3）, cement sand bed（4）, the floating layer of cement mortar（5）, it is poly-
Urethane waterproof layer（6）, C30 pea gravel concreten sloping layers（7）, epoxy resin prime coat（8）, epoxy resin mortar layer（9）, epoxy resin
Paint topcoat（10）.
2. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The epoxy resin prime coat（8）
For two layers.
3. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The epoxy coating surface layer
（10）For two layers.
4. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The C25 concrete layers（3）In set
Two layers of reinforcing bar is put, every layer of reinforcing bar is two-way cross setting.
5. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The graded broken stone layer（2）Thickness
Spend for 150mm.
6. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The C25 concrete layers（3）Thickness
Spend for 200mm.
7. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The floating layer of cement mortar（5）
Thickness be 20mm.
8. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The polyurethane water-proof layer（6）'s
Thickness is 1.5mm.
9. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The C30 pea gravel concretens look for slope
Layer（7）Thickness be not less than 30mm.
10. factory loading dock as claimed in claim 1 ground leakage preventing structure, it is characterized in that：The epoxy resin prime coat（8）
Thickness be 0.2mm, epoxy resin mortar layer（9）Thickness be 5mm, epoxy coating surface layer（10）Thickness be 0.2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621384173.9U CN206329009U (en) | 2016-12-15 | 2016-12-15 | Factory loading dock ground leakage preventing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621384173.9U CN206329009U (en) | 2016-12-15 | 2016-12-15 | Factory loading dock ground leakage preventing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206329009U true CN206329009U (en) | 2017-07-14 |
Family
ID=59290114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621384173.9U Expired - Fee Related CN206329009U (en) | 2016-12-15 | 2016-12-15 | Factory loading dock ground leakage preventing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206329009U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364595A (en) * | 2020-03-16 | 2020-07-03 | 中交第三航务工程勘察设计院有限公司 | Emergency treatment facility for leakage of dangerous goods container |
-
2016
- 2016-12-15 CN CN201621384173.9U patent/CN206329009U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364595A (en) * | 2020-03-16 | 2020-07-03 | 中交第三航务工程勘察设计院有限公司 | Emergency treatment facility for leakage of dangerous goods container |
| CN111364595B (en) * | 2020-03-16 | 2021-08-03 | 中交第三航务工程勘察设计院有限公司 | Emergency treatment facility for leakage of dangerous goods container |
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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 |
Granted publication date: 20170714 Termination date: 20191215 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |