CN107558438A - A kind of flood fighting barricade and its construction method - Google Patents
A kind of flood fighting barricade and its construction method Download PDFInfo
- Publication number
- CN107558438A CN107558438A CN201710705032.5A CN201710705032A CN107558438A CN 107558438 A CN107558438 A CN 107558438A CN 201710705032 A CN201710705032 A CN 201710705032A CN 107558438 A CN107558438 A CN 107558438A
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- Prior art keywords
- staving
- cloth
- barricade
- vertical bar
- flood fighting
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Abstract
The invention discloses a kind of flood fighting barricade and its construction method, flood fighting barricade 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.It is an advantage of the invention 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 invention 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.
The content of the invention
The problem of existing for existing sandbag flood bank, the technical problems to be solved by the invention are just to provide a kind of 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 level
Put increase.The present invention also provides the construction method of the flood fighting barricade.
A kind of flood fighting barricade provided by the invention, including staving, cladding cloth and filler, the cladding cloth cuff is in staving
Cylinder on, coat the vertical bar overlap edge reserved on cloth and be connected with each other with adjacent cladding cloth vertical bar overlap edge, form netted knot
Structure, filler are packed into staving and coat the slot space surrounded between cloth；The filler is sandstone, soil or coagulation
Soil.
The present invention also provides the construction method of above-mentioned flood fighting barricade, comprises the following steps：
Step 1, ground grading, place by the staving of cladding cloth cuff；
Step 2, sandstone, soil or Concrete Filled are entered in staving；
Step 3, the vertical bar overlap edge for coating the vertical bar overlap edge and adjacent cladding cloth reserved on cloth is connected with each other, formed
Network structure；
Step 4, sandstone, soil or concrete are filled in the slot space that cladding cloth is surrounded.
The solution have the advantages that：
1st, by the use of the staving of filler is filled up as flood fighting barricade, completely cutting off in bucket with flood, filler by erodsion of stream or does not wash away,
Staving is connected into network structure, will not leave behind breach, and can increase and decrease staving according to the flood flow of water by its sound construction, cladding cloth
The number of permutations, it is ensured that resistance flood impact ability.
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
The brief description of the drawings of the present invention is as follows：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the constitutional diagram of cladding cloth and staving；
Fig. 3 is the bucket body structure schematic diagram of the present invention；
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 invention will be further described with reference to the accompanying drawings and examples：
As depicted in figs. 1 and 2, flood fighting barricade of the invention, including staving 1, cladding cloth 2 and filler 3, the cladding cloth 2 are bound round
It is enclosed on the cylinder of staving 1, coats the vertical bar overlap edge 21 reserved on cloth 2 and interconnected with the adjacent phase of cladding cloth vertical bar overlap edge 21
Connect, form network structure, filler 3 is packed into staving 1 and coats the slot space surrounded between cloth 2；The 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, the staving of the present invention 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, and roundlet is arranged at intervals with anchor pole 11
Disk 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, with tied silk by annulus
12 tie up on the anchor rods 11, and iron sheet 13 is curled into cylindrical shape, are placed in the inner ring that anchor pole surrounds, the prefabricated company in the outer surface of iron sheet 13
Connection member 15 is fixed on annulus 12.Connecting elements 15 is prefabricated by way of welding to be in the outer surface of iron sheet 13, component form
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, the vertical bar overlap edge 21 for coating the vertical bar overlap edge 21 and adjacent cladding cloth reserved on cloth 2 is connected with each other,
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 (5)
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）.
4. flood fighting barricade construction method described in a kind of claim 1, it is characterized in that, comprise the following steps：
Step 1, ground grading, place by the staving of cladding cloth cuff；
Step 2, sandstone, soil or Concrete Filled are entered in staving；
Step 3, the vertical bar overlap edge for coating the vertical bar overlap edge and adjacent cladding cloth reserved on cloth is connected with each other, formed
Network structure；
Step 4, sandstone, soil or concrete are filled in the slot space that cladding cloth is surrounded.
5. flood fighting barricade construction method according to claim 4, it is characterized in that：First carry out step 1, perform step 3 again, most
Step 2 is merged into execution with step 4 afterwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710705032.5A CN107558438A (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710705032.5A CN107558438A (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107558438A true CN107558438A (en) | 2018-01-09 |
Family
ID=60975628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710705032.5A Pending CN107558438A (en) | 2017-08-17 | 2017-08-17 | A kind of flood fighting barricade and its construction method |
Country Status (1)
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648825A (en) * | 2020-06-16 | 2020-09-11 | 中铁十四局集团隧道工程有限公司 | Tunnel collapsed cavity rapid retaining wall and emergency treatment construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0620326A1 (en) * | 1989-04-07 | 1994-10-19 | Hesco Bastion Limited | Improvements relating to a method of making building and shoring structural blocks |
| CN201485819U (en) * | 2009-08-07 | 2010-05-26 | 山东济宁鲁水防汛抗旱设备制造有限公司 | Telescopic lead wire cage device |
| US20150299977A1 (en) * | 2008-04-18 | 2015-10-22 | Hesco Bastion Limited | Gabion system |
| CN105556036A (en) * | 2013-08-29 | 2016-05-04 | 海斯科堡垒有限公司 | Flood defence barrier |
| CN106087870A (en) * | 2016-08-16 | 2016-11-09 | 重庆市晟庄建材有限责任公司 | A kind of flood-fighting special reinforcing steel cage |
| CN207193885U (en) * | 2017-08-17 | 2018-04-06 | 中国人民解放军后勤工程学院 | A kind of flood fighting barricade |
-
2017
- 2017-08-17 CN CN201710705032.5A patent/CN107558438A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0620326A1 (en) * | 1989-04-07 | 1994-10-19 | Hesco Bastion Limited | Improvements relating to a method of making building and shoring structural blocks |
| US20150299977A1 (en) * | 2008-04-18 | 2015-10-22 | Hesco Bastion Limited | Gabion system |
| CN201485819U (en) * | 2009-08-07 | 2010-05-26 | 山东济宁鲁水防汛抗旱设备制造有限公司 | Telescopic lead wire cage device |
| CN105556036A (en) * | 2013-08-29 | 2016-05-04 | 海斯科堡垒有限公司 | Flood defence barrier |
| CN106087870A (en) * | 2016-08-16 | 2016-11-09 | 重庆市晟庄建材有限责任公司 | A kind of flood-fighting special reinforcing steel cage |
| CN207193885U (en) * | 2017-08-17 | 2018-04-06 | 中国人民解放军后勤工程学院 | A kind of flood fighting barricade |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648825A (en) * | 2020-06-16 | 2020-09-11 | 中铁十四局集团隧道工程有限公司 | Tunnel collapsed cavity rapid retaining wall and emergency treatment construction process |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 401331 No. 20 Army Service College, North Road, University Town, Shapingba District, Chongqing Applicant after: SERVICES COLLEGE OF CPLA GROUND FORCE Applicant after: CHONGQING SHIZHIYU BUILDING TECHNOLOGY Co.,Ltd. Address before: 401311 School of logistics engineering, University City, Shapingba District, Chongqing Applicant before: LOGISTICAL ENGINEERING UNIVERSITY OF PLA Applicant before: CHONGQING SHIZHIYU BUILDING TECHNOLOGY Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180109 |
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| RJ01 | Rejection of invention patent application after publication |