CN207143843U - A kind of explosion-proof earth embankment of precast splice type - Google Patents
A kind of explosion-proof earth embankment of precast splice type Download PDFInfo
- Publication number
- CN207143843U CN207143843U CN201720353212.7U CN201720353212U CN207143843U CN 207143843 U CN207143843 U CN 207143843U CN 201720353212 U CN201720353212 U CN 201720353212U CN 207143843 U CN207143843 U CN 207143843U
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- China
- Prior art keywords
- explosion
- box
- earth embankment
- combination box
- proof
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000004927 clay Substances 0.000 claims abstract description 8
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 7
- 229910052799 carbon Inorganic materials 0.000 claims abstract description 7
- 239000004744 fabric Substances 0.000 claims abstract description 6
- 239000004576 sand Substances 0.000 claims abstract description 6
- 229910052742 iron Inorganic materials 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 2
- 150000001875 compounds Chemical class 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 239000000203 mixture Substances 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000000945 filler Substances 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- Revetment (AREA)
Abstract
A kind of explosion-proof earth embankment of precast splice type is spliced into explosion-proof earth embankment by some combination box；Mutually it is fastenedly connected by iron wire between the combination box and combination box；The combination box includes reinforced mesh, carbon cloth and inserts；The reinforced mesh mutually fastens combination and forms rectangular box, and the bottom surface and upper surface of the rectangular box are not provided with reinforced mesh；The rectangular box inwall is equipped with multi-storey up-down and translation；Inserts is set in the rectangular box, and the inserts is silt or clay or sandstone or sand, clay, the mixture of sandstone.Beneficial effect is：The explosion-proof earth embankment is with easy for construction, low cost and with stronger explosion-proof anti-flood capacity.
Description
Technical field
The utility model belongs to explosion-proof and carries design field, and in particular to a kind of explosion-proof earth embankment of precast splice type.
Background technology
Along the river, canal, lake, seashore or flood flowing district, flood-diversion area, the water retaining structure for the edge build for enclosing and cultivating area are referred to as dyke.
Dyke is a kind of important flood control works widely used earliest in the world.Fill is that defending flood spreads unchecked, and protects resident and workers and peasants
The major measure of industry production.After dyke constraint flood, flood is limited in flood passage road, makes the depth of water of equal flow increase, OK
Mighty torrent speed increase, is advantageous to flood and sand discharging, dyke can also keep out stormy waves and resist tide in addition.The construction of dyke, typically all
It is intimately associated with dredging waterway.
To improve the uprising ability of flood fighting of earth embankment, accordingly it will usually be desirable to which the earth embankment of special good general is designed to coagulation earth embankment, coagulation
The defects of high construction cost, long construction period be present in the construction of earth embankment.
Utility model content
The utility model is in view of the shortcomings of the prior art, it is proposed that a kind of explosion-proof earth embankment of precast splice type, the explosion-proof earth embankment
With easy for construction, low cost and with stronger explosion-proof anti-flood capacity.
The explosion-proof earth embankment of a kind of precast splice type described in the utility model is spliced into explosion-proof earth embankment by some combination box；Institute
State and be mutually fastenedly connected by iron wire between combination box and combination box；
The combination box includes reinforced mesh, carbon cloth and inserts；
The reinforced mesh mutually fastens combination and forms rectangular box, and the bottom surface and upper surface of the rectangular box are not
Reinforced mesh is set；
The rectangular box inwall is equipped with multi-storey up-down and translation；
Inserts is set in the rectangular box, and the inserts is silt or clay or sandstone or sand, clay, sandstone
Mixture.
Further, the explosion-proof earth embankment of the precast splice type is spliced by combination box more than two rows.
Further, the combination box position is provided with more steel columns or concrete column, the steel column or coagulation
The height of earth pillar is less than the height of combination box.
Further, the combination box is shaped as sphenoid.
Further, the height of the combination box is more than 2 meters and is less than 5 meters, and the diameter of the combination box is more than 2 meters small
In 5 meters.
The beneficial effect of technical scheme described in the utility model is：Earth embankment described in the technical program avoids traditional soil
Flood fighting explosion-proof capabilities are poor existing for dike, and new concrete watches out for the defects of construction cost is high and cumbersome, add carbon by reinforcing bar net cage
Fiber cloth and usual fillers realize stronger uprising flood control capacity, in addition, various accessories used in described explosion-proof earth embankment
Can be convenient that compaction treatment is carried out to filler with prefabricated processing, after filler inserts the combination box, have it is easy for construction,
The characteristics of construction cost is low.
Brief description of the drawings
A kind of Fig. 1 explosion-proof earth embankment schematic diagrames of precast splice type described in the utility model；
A kind of Fig. 2 explosion-proof earth embankment combination box structural representations of precast splice type described in the utility model；
In figure：1 combination box, 2 carbon cloths, 3 reinforced mesh, 4 fillers.
Embodiment
In order that those skilled in the art more fully understand technical scheme, with reference to specific embodiment to this
Invention is described in further detail.
As shown in figure 1, the explosion-proof earth embankment of a kind of precast splice type described in the utility model is spliced into by some combination box 1
Explosion-proof earth embankment；Mutually it is fastenedly connected by iron wire between the combination box and combination box；
As shown in Fig. 2 the combination box includes reinforced mesh 3, carbon cloth 2 and inserts 4；
The reinforced mesh 3 mutually fastens combination and forms rectangular box, the bottom surface and upper surface of the rectangular box
It is not provided with reinforced mesh；
The rectangular box inwall is equipped with multi-storey up-down and translation 2；
Inserts 4 is set in the rectangular box, and the inserts 4 is silt or clay or sandstone or sand, clay, sand
The mixture of stone.
For enhancing the technical program described in explosion-proof earth embankment properties, the explosion-proof earth embankment of precast splice type by two rows with
On combination box be spliced；The combination box position is provided with more steel columns or concrete column, the steel column or
The height of concrete column is less than the height of combination box；The combination box is shaped as sphenoid；The height of the combination box
It is less than 5 meters more than 2 meters, the diameter of the combination box is more than 2 meters and is less than 5 meters.
Before construction, factory needs a certain size prefabricated reinforced mesh according to design.
, can be as needed in the pre- embedded steel column of construction ground or concrete column, steel column or concrete only a part during construction
Underground is embedded to, and need to ensure that the height of steel column or concrete column is less than the height for designing combination box.Then, according to design colligation
Reinforced mesh forms combination box, and multiple combination box are mutually linked to form earth embankment wall.Multilayer carbon is laid in combination box inwall
Fiber cloth.Finally filling inserts to combination box and carrying out compaction treatment.
A kind of explosion-proof earth embankment of precast splice type provided by the utility model is described in detail above, herein should
The principle and embodiment of the application are set forth with embodiment, the explanation of above example is only intended to help and understood
The present processes and its core concept；Meanwhile for those of ordinary skill in the art, according to the thought of the application, having
There will be changes in body embodiment and application, in summary, this specification content should not be construed as to the application
Limitation.
Claims (5)
- A kind of 1. explosion-proof earth embankment of precast splice type, it is characterised in that：The explosion-proof earth embankment of precast splice type is by some combination box It is spliced into explosion-proof earth embankment；Mutually it is fastenedly connected by iron wire between the combination box and combination box；The combination box includes reinforced mesh, carbon cloth and inserts；The reinforced mesh mutually fastens combination and forms rectangular box, and the bottom surface and upper surface of the rectangular box are not provided with Reinforced mesh；The rectangular box inwall is equipped with multi-storey up-down and translation；Inserts is set in the rectangular box, the inserts be silt or clay or sandstone or sand, clay, sandstone it is mixed Compound.
- A kind of 2. explosion-proof earth embankment of precast splice type as claimed in claim 1, it is characterised in that：The explosion-proof soil of precast splice type Dike is spliced by combination box more than two rows.
- A kind of 3. explosion-proof earth embankment of precast splice type as claimed in claim 1, it is characterised in that：The combination box position More steel columns or concrete column are provided with, the height of the steel column or concrete column is less than the height of combination box.
- A kind of 4. explosion-proof earth embankment of precast splice type as claimed in claim 1, it is characterised in that：The combination box is shaped as wedge Body.
- A kind of 5. explosion-proof earth embankment of precast splice type as claimed in claim 1, it is characterised in that：The height of the combination box is big It is less than 5 meters in 2 meters, the diameter of the combination box is more than 2 meters and is less than 5 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720353212.7U CN207143843U (en) | 2017-04-06 | 2017-04-06 | A kind of explosion-proof earth embankment of precast splice type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720353212.7U CN207143843U (en) | 2017-04-06 | 2017-04-06 | A kind of explosion-proof earth embankment of precast splice type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207143843U true CN207143843U (en) | 2018-03-27 |
Family
ID=61659158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720353212.7U Active CN207143843U (en) | 2017-04-06 | 2017-04-06 | A kind of explosion-proof earth embankment of precast splice type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207143843U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115627963A (en) * | 2022-12-08 | 2023-01-20 | 中国船舶重工集团国际工程有限公司 | A prefabricated steel structure anti-blast embankment and its construction method |
-
2017
- 2017-04-06 CN CN201720353212.7U patent/CN207143843U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115627963A (en) * | 2022-12-08 | 2023-01-20 | 中国船舶重工集团国际工程有限公司 | A prefabricated steel structure anti-blast embankment and its construction method |
| CN115627963B (en) * | 2022-12-08 | 2023-03-21 | 中国船舶重工集团国际工程有限公司 | Assembled steel structure anti-explosion dike and construction method |
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