CN207193885U - A kind of flood fighting barricade - Google Patents
A kind of flood fighting barricade Download PDFInfo
- Publication number
- CN207193885U CN207193885U CN201721029152.XU CN201721029152U CN207193885U CN 207193885 U CN207193885 U CN 207193885U CN 201721029152 U CN201721029152 U CN 201721029152U CN 207193885 U CN207193885 U CN 207193885U
- Authority
- CN
- China
- Prior art keywords
- staving
- cloth
- filler
- flood
- barricade
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of flood fighting barricade, it includes staving, cladding cloth and filler, the cladding cloth cuff is on the cylinder of staving, the vertical bar overlap edge reserved on cloth is coated to be connected with each other with adjacent cladding cloth vertical bar overlap edge, network structure is formed, filler is packed into staving and coats the slot space surrounded between cloth.Construction method includes：1st, ground grading, staving is placed；2nd, sandstone are packed into staving；3rd, the vertical bar overlap edge coated on cloth is connected with each other, forms network structure；4th, sandstone are filled in the slot space that cladding cloth is surrounded.The utility model has the advantages that：Sound construction, do not produce breach；And can shorten and construct the time, it is adapted to promptly build；Wall height can increase with flood position.
Description
Technical field
The utility model belongs to flood-proof technology field, and in particular to a kind of barricade and its construction method for flood fighting.
Background technology
Flood serious threat people life property safety in natural calamity, while destroy communal facility.In terms of flood control, mesh
Before, accumulated mostly using artificial filled sandbags, but this method working strength is big, and efficiency is low, and the sealing effectiveness of dash gear mudstone is not
It is good.On the one hand, sandbag flood bank is not firm enough, under the huge impact force action of flood, easily washes away to form breach, danger occurs
Feelings；On the other hand, it is low to construct the efficiency of sandbag flood bank, it is longer to construct the time, because flood harm is big, area is wide, resists
Flood is pressed for time, and traditional sandbag flood bank is not suitable with flood fighting requirement.The height of other sandbag flood bank is also restrained.
Utility model content
The problem of existing for existing sandbag flood bank, technical problem to be solved in the utility model is just to provide one kind
Flood fighting barricade, its sound construction, breach is not produced, and can shorten and construct the time, be adapted to promptly build, wall height can be with flood
Water position increases.
A kind of flood fighting barricade provided by the utility model, including staving, cladding cloth and filler, the cladding cloth cuff exist
On the cylinder of staving, coat the vertical bar overlap edge reserved on cloth and be connected with each other with adjacent cladding cloth vertical bar overlap edge, form net
Shape structure, filler are packed into staving and coat the slot space surrounded between cloth；The filler be sandstone, soil or
Concrete.
It is of the present utility model to have the technical effect that：
1st, by the use of the staving of filler is filled up as flood fighting barricade, completely cut off in bucket with flood, filler not by erodsion of stream or
Wash away, its sound construction, staving is connected into network structure by cladding cloth, will not leave behind breach, and can increase according to the flood flow of water
Subtract the number of permutations of staving, it is ensured that the ability of resistance flood impact.
2nd, staving is connected with each other by coating cloth, is formed Combined type wall block, is easy to quickly assemble, shortens and construct the time；
And all material（Including sandstone, soil）Can effectively it utilize, caused by material skewness caused by avoiding sandbag accumulation
Waste.
3rd, in young flood, water level is relatively low, to adapt to promptly construct flood fighting barricade, is filled in staving and cladding cloth slot is empty
Between material it is less, the wall height constructed is relatively low；As water level rises, constantly can increase to staving and cladding cloth slot space
Filler is mended, flood fighting barricade also increases, is advantageous to win the flood fighting time therewith.
Brief description of the drawings
Brief description of the drawings of the present utility model is as follows：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the constitutional diagram of cladding cloth and staving；
Fig. 3 is bucket body structure schematic diagram of the present utility model；
Fig. 4 is the constitutional diagram of anchor pole and annulus；
Fig. 5 is Fig. 4 plan；
Fig. 6 is the outline drawing of disk support.
In figure, 1, staving；2nd, cloth is coated；21st, vertical bar overlap edge；3rd, filler；11st, anchor pole；12nd, annulus；13rd, iron sheet；
14th, roundel；15th, connecting elements；16th, disk support.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples：
As depicted in figs. 1 and 2, flood fighting barricade of the present utility model, including staving 1, cladding cloth 2 and filler 3, the bag
The cuff of cloth 2 is covered on the cylinder of staving 1, coats the vertical bar overlap edge 21 reserved on cloth 2 and adjacent cladding cloth vertical bar overlap edge
21 are connected with each other, and form network structure, and filler 3 is packed into staving 1 and coats the slot space surrounded between cloth 2；It is described
Filler 3 is sandstone, soil or concrete.
The staving 1 can be metal drum or Plastic Drum, and its shape can be circular, square or more prismatics；
The cladding cloth 2 is colour camoufague cloth, canvas or Compound Fabric；Cover cloth vertical bar overlap edge 21 can with slide fastener, belt lock catch or
With the overlap edge of rope tying.
Prefabricated profiled staving space-consuming is big, is not easy to carry and transports, for the ease of by the structure material of flood fighting barricade
Material is transported to construction ground rapidly, therefore, staving of the present utility model uses following combining structure：
As shown in Fig. 3, Fig. 4 and Fig. 5, staving 1 includes anchor pole 11, annulus 12 and iron sheet 13, is arranged at intervals with anchor pole 11
Roundel 14, at least three anchor poles surround circle, and annulus 12 is enclosed on the outer ring of anchor pole 11, spacing on roundel 14, will with tied silk
Annulus 12 is tied up on the anchor rods 11, and iron sheet 13 is curled into cylindrical shape, is placed in the inner ring that anchor pole surrounds, the outer surface of iron sheet 13 is prefabricated
Connecting elements 15 be fixed on annulus 12.Connecting elements 15 is prefabricated in the outer surface of iron sheet 13, component shape by way of welding
Formula is that hooked and can detaining securely is leaned against on annulus 12.
Leaked to prevent from filling sandstone soil, while prevent river from immersing inside above-mentioned staving 1, in staving 1
Bottom is fitted with disk support 16, as shown in fig. 6, disk support is the disk made of metal or plastics.
The construction method of above-mentioned flood fighting barricade, comprises the following steps：
Step 1, ground grading, place by the staving 1 of the cuff of cladding cloth 2；
Step 2, sandstone, soil or Concrete Filled are entered in staving 1；
Step 3, it is the vertical bar overlap edge 21 for coating the vertical bar overlap edge 21 and adjacent cladding cloth reserved on cloth 2 is mutual
Connection, form network structure；
Step 4, sandstone, soil or concrete are filled in the slot space that cladding cloth 2 is surrounded.
It is of course also possible to first carry out step 1, then step 3 is performed, step 2 is finally merged into execution with step 4.
Claims (3)
1. a kind of flood fighting barricade, it is characterized in that：Including staving（1）, cladding cloth（2）And filler（3）, the cladding cloth（2）Hoop
It is enclosed on staving（1）Cylinder on, coat cloth（2）Upper reserved vertical bar overlap edge（21）With adjacent cladding cloth vertical bar overlap edge
（21）It is connected with each other, forms network structure, filler（3）It is packed into staving（1）With cladding cloth（2）Between the slot that is surrounded it is empty
Between；The filler（3）For sandstone, soil or concrete.
2. flood fighting barricade according to claim 1, it is characterized in that：Described staving（1）Including anchor pole（11）, annulus（12）
And iron sheet（13）, roundel is arranged at intervals with anchor pole 11（14）, at least three anchor poles surround circle, annulus（12）It is enclosed on anchor pole
（11）It is outer ring, spacing in roundel（14）On, with tied silk by annulus（12）It is banded in anchor pole（11）On, iron sheet（13）It is curled into circle
Tubular, it is placed in the inner ring that anchor pole surrounds, iron sheet（13）The prefabricated connecting elements in outer surface（15）It is fixed on annulus（12）On.
3. flood fighting barricade according to claim 2, it is characterized in that：In staving（1）Bottom is fitted with disk support（16）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721029152.XU CN207193885U (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721029152.XU CN207193885U (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207193885U true CN207193885U (en) | 2018-04-06 |
Family
ID=61797847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721029152.XU Expired - Fee Related CN207193885U (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207193885U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558438A (en) * | 2017-08-17 | 2018-01-09 | 中国人民解放军后勤工程学院 | A kind of flood fighting barricade and its construction method |
-
2017
- 2017-08-17 CN CN201721029152.XU patent/CN207193885U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558438A (en) * | 2017-08-17 | 2018-01-09 | 中国人民解放军后勤工程学院 | A kind of flood fighting barricade and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107142898B (en) | A kind of dyke crevasse fast plugging device | |
| CN213086712U (en) | Slope dike protection body of gabion mesh box structure | |
| JP6925684B1 (en) | Standing structure of columns | |
| CN204238174U (en) | A kind of constitutive element dam of shutoff flood dyke breaking | |
| JP5650063B2 (en) | Embankment structure and construction method of embankment structure | |
| CN207959233U (en) | Ecological grid structures | |
| CN207193885U (en) | A kind of flood fighting barricade | |
| CN201778303U (en) | Flood-control intercepting steel mesh | |
| CN109881634B (en) | Rapid emergency rescue method for dike breach in flood season by utilizing geosynthetic material for closure | |
| CN206256425U (en) | A kind of Water flood protection device | |
| CN209669894U (en) | A kind of side slope ecological protection structure suitable for swelled ground excavation cutting | |
| CN107558438A (en) | A kind of flood fighting barricade and its construction method | |
| CN104164854A (en) | Method for ecologically re-greening hardened slope | |
| CN106894838A (en) | Large area insertion dead zone bag type partition substep filling administering method | |
| CN207109721U (en) | A kind of river channel ecology Afforestation Landscape structure | |
| WO2021063001A1 (en) | Prefabricated plugging framework and prefabricated framework plugging dam construction method | |
| HRP20120372T1 (en) | Sloping structure | |
| CN209227558U (en) | A kind of lattice guest's supporting construction suitable for high precipitous rock slope ecological recovery | |
| CN207608880U (en) | Box ecoscape barricade | |
| CN107542059B (en) | A method of it repairing base soil flow and loses buttress | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure | |
| CN1242123C (en) | Dam protection and breach closing method using multilayer floating bag, sinking net and cloth in flood fighting | |
| CN201224877Y (en) | Dam surface layer net bag combined blanket type rushing-proof anti-bursting construction structure | |
| CN111321700B (en) | Overflowing energy dissipation type ecological bank protection method for anti-scouring and anti-landslide barrier plugs | |
| CN203583437U (en) | Pile-net dinas dam mudflat enclosure hydraulic structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 Termination date: 20200817 |