CN205576836U - Can increase quick anti -flood wall of formula - Google Patents
Can increase quick anti -flood wall of formula Download PDFInfo
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- CN205576836U CN205576836U CN201620387038.3U CN201620387038U CN205576836U CN 205576836 U CN205576836 U CN 205576836U CN 201620387038 U CN201620387038 U CN 201620387038U CN 205576836 U CN205576836 U CN 205576836U
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Abstract
The utility model discloses a can increase quick anti -flood wall of formula, multilayer wall body including one deck wall body or upper and lower range upon range of setting, one deck wall body or multilayer wall body are all fixed on the earth's surface through the stake of being driven underground, be the A wall body that forms by polylith A wall block group dress from the first layer wall body of up counting down in one deck wall body or the multilayer wall body, be the B wall body that forms by polylith B wall block group dress from second floor wall body and the wall body of up counting down more than the second floor in the multilayer wall body, adjacent two A wall pieces and two adjacent B wall pieces are all connected through the cooperation block of convex body and recess, the stake is constituteed by connecting upper portion stake and lower part stake as an organic whole, be provided with first supported hole on the A wall piece, be provided with the second supported hole on the B wall piece. The utility model discloses it is convenient and with low costs to realize, circulated use, and economic environmental protection, application method is simple, and the transport is light, can practice thrift in a large number the rescue time, improves rescue efficiency, and flood control effect ideal is reliable.
Description
Technical field
This utility model belongs to flood control technical field, is specifically related to one and can increase formula and quickly control flood
Wall.
Background technology
Flood is a kind of natural disaster that the mankind threaten maximum, and China is flood in the world
One of the most serious country, Historical Data Data About, averagely there are the biggest floods every 2 years.According to state
Family's anti-head office statistics, by June 26th, 2015, whole nation flood population suffered from disaster 2043 then
Ten thousand people, 1,695,000 hectares of crops disaster area, 99 people that die in the disaster, missing 20 people, flood
Disaster direct economic loss about 34,100,000,000 yuan.Flood often results in river, river, reservoir dam burst,
Make casualties, house collapse, traffic paralysis, grain drop in production, directly affect politics, economy and
Daily life, flood control is the major issue being related to social stability, people life property safety.
About during 16 days 6 June in 2011, Yangjiang, upstream branching flow Pu, the Qiantang River, at Zhuji City Jiang Zaozhen
Breach a dyke, cause 88 villages to be flooded.Due to Jiang Zao town hypsography low-lying, Yangjiang, Pu water level is higher,
After seepage little at four or five, breach carry out hand spike's closure, temporarily get control, but big breach
Still cannot be carried out closure, cause irremediable loss and great baneful influence.
Flood control needs substantial amounts of human and material resources and financial resources, and tradition beats timber flood control mode, wood
Stake easily deflects, and timber bundlees plank wastes time and energy, and tightness is bad easily leaks, and more cannot
The disaster of breaching a dyke that super guaranteed water level is higher is on the defensive.In Application No. 201310441406.9
State's patent discloses a kind of anti-flood wall, after bodies of wall more than two pieces or polylith is assembled splicing, edge
River surface launches, and has certain waterproof, antiseepage effect, but this anti-flood wall cannot change defence height,
Body of wall side has been simply provided support member, it is difficult to powerful pressure of keeping the flood in check, and body of wall is simply
Being deposited in ground, bottom does not has airtight seepage prevention design, and practical effect is undesirable.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, it is provided that
One can increase the quick anti-flood wall of formula, its simple in construction, it is achieved convenient and low cost, can be recycled,
Economic and environment-friendly, using method is simple, and processing ease is carried light, it is possible to save rescue time in a large number,
Improving rescue efficiency, flood control results is preferable reliable.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is: one can increase formula
Quickly anti-flood wall, it is characterised in that: include the multi-layer walls that one layer of body of wall or stacked on top of one another are arranged, institute
State one layer of body of wall or multi-layer walls is all fixed on earth's surface by the pile being driven underground, described one layer of wall
The ground floor body of wall counted from the bottom up in body or multi-layer walls is all for the A assembled by polylith A wall block
Body of wall, the body of wall more than second layer body of wall counted from the bottom up in multi-layer walls and the second layer is all served as reasons
The B body of wall that polylith B wall block assembles, two pieces of adjacent A wall blocks and adjacent two pieces of B wall blocks are equal
Be engaged connection by convex body and groove, described pile by the upper post connected as one and under
Portion's pile composition, described A wall block is provided with the first supported hole inserted for described pile, described B
The second supported hole inserted for described pile it is provided with on wall block.
Above-mentioned one can increase the quick anti-flood wall of formula, it is characterised in that: described upper post be upper slightly
The thinnest Combined cylindrical body structure, the thin cylindrical portion of described upper post lower end is solid connection
Bar；Described bottom pile is cylindrical structure, and the top of described bottom pile is hollow cylinder, institute
State the bottom of bottom pile and be provided with the coniform top cone for being driven underground, described upper post and
Bottom pile connects as one by the way of solid connecting rod being inserted in hollow cylinder body.
Above-mentioned one can increase the quick anti-flood wall of formula, it is characterised in that: the top of described A wall block sets
Being equipped with semi-cylindrical the first upper groove, the right side of described A wall block is provided with the right groove of semi-cylindrical first,
The left side of described A wall block is provided with the left convex body of semi-cylindrical first, and the adjacent two pieces of A wall blocks in left and right lead to
The mode by the first left convex body is connected together in the first right groove of crossing is connected together；Described A wall block
Bottom is provided with the first low groove that transverse section is isosceles trapezoid, and described A wall block is positioned at described first time
The part of groove both sides is to have the seal land on sharp side.
Above-mentioned one can increase the quick anti-flood wall of formula, it is characterised in that: the top of described B wall block sets
Being equipped with semi-cylindrical the second upper groove, the right side of described B wall block is provided with the right groove of semi-cylindrical second,
The left side of described B wall block is provided with the left convex body of semi-cylindrical second, and the bottom of described B wall block is provided with
Convex body under semi-cylindrical, the adjacent two pieces of B wall blocks in left and right by being connected together by the second left convex body
Mode in two right grooves is connected together；Neighbouring B wall block and A wall block are by by lower convex body card
Close the mode being connected in the first upper groove to be connected together, under two pieces of neighbouring B wall blocks are by inciting somebody to action
The mode that convex body is connected together in the second upper groove is connected together.
This utility model compared with prior art has the advantage that
1, simple in construction of the present utility model, novel in design reasonable, it is achieved convenient and low cost.
2, higher the breaching a dyke of water level can quickly be defendd, when the place's water level that breaches a dyke by this utility model
During less than 1.5m, according to breaching a dyke, polylith A wall block is assembled into one layer of anti-flood wall by mouthful length, and
When the place's water level that breaches a dyke goes up and is higher than 1.5m, assemble polylith B wall block, erect second layer body of wall
The body of wall of the most numbers of plies is on the defensive (waterproof sandbag can be coordinated if desired to use), can be in flood control
Play defense reaction the most reliably in speedily carrying out rescue work, and operate with simple and efficient, it is possible to minimizing manpower,
The consumption of material resources, a large amount of rescue and relief work times saving preciousness.
3, rely on semi-cylindrical convex body and groove to connect between this utility model wall block, improve metope
Sealing, and under uneven surge, curved face contact can make body of wall produce bending, has certain
Buffering effect, prevent junction from rupturing because moment of torsion is excessive, and, each piece of wall block peace of same layer
When being placed on differing heights, it is possible to preferably comply with the physical features that dykes and dams height rises and falls.
4, this utility model has dug out the first low groove in the bottom of A wall block, and defines seal land,
The seal land produced has sharp side, it is possible to manually hits multi-layer walls so that it is be absorbed in earth's surface, carries out many
Layer body of wall sealed bottom.
5, between this utility model upper post and bottom pile and the first supported hole and the second supported hole
It is respectively provided with bigger frictional force, it is possible to ensure the pile supporting role to body of wall；Coniform top cone has
There are certain intensity and destructive power, the smooth surface of solid connecting rod, it is possible to just insert hollow cylinder
Internal, and solid connecting rod has certain intensity so that the impact that upper post freely falling body produces
Can effectively pass to coniform top cone, and rapidly coniform top cone is driven underground；It addition,
Described A body of wall and B body of wall are respectively provided with certain thickness, vertical vertical on the ground as reversely supporting,
It is prevented from described pile to deflect.
6, this utility model can effectively keep out the flood of the bigger intensity of pressure, and waterproof, seepage control function is good,
Be suitable for the physical features that rises and falls of height, solve because of flood level go up the anti-flood wall insufficient height that brings this
Problem, has and can be recycled, economic and environment-friendly, and using method is simple, and processing ease is carried light,
Can save rescue time in a large number, improve rescue efficiency, the advantages such as flood control results ideal is reliable.
In sum, this utility model simple in construction, it is achieved convenient and low cost, can be recycled,
Economic and environment-friendly, using method is simple, and processing ease is carried light, it is possible to save rescue time in a large number,
Improving rescue efficiency, flood control results is preferable reliable.
Below by drawings and Examples, the technical solution of the utility model is done and further retouches in detail
State.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model embodiment 1.
Fig. 2 is the structural representation of this utility model embodiment 2.
Fig. 3 is the decomposition texture schematic diagram of this utility model pile.
Fig. 4 is the front view of this utility model A wall block.
Fig. 5 is the top view of Fig. 4.
Fig. 6 is the left view of Fig. 4.
Fig. 7 is the front view of this utility model B wall block.
Fig. 8 is the top view of Fig. 7.
Fig. 9 is the left view of Fig. 7.
Description of reference numerals:
1 ground floor body of wall；2 second layer bodies of wall；3 upper post；
4 bottom piles；5 solid connecting rods；6 hollow cylinders；
8 coniform top cones；9 A wall blocks；10 B wall blocks；
11 first left convex bodys；12 first upper grooves；13 first right grooves；
14 seal lands；15 times convex bodys；16 second right grooves；
17 second left convex bodys；18 second upper grooves；19-1 the first supported hole；
19-2 the second supported hole.
Detailed description of the invention
Embodiment 1
As it is shown in figure 1, the quick anti-flood wall of the increased formula of the present embodiment, including one layer of body of wall, described
One layer of body of wall is fixed on earth's surface by the pile being driven underground, and described one layer of body of wall is by polylith A wall
The A body of wall that block 9 assembles, adjacent two pieces of A wall blocks 9 are engaged by convex body and groove
Connecting, described pile is made up of the upper post 3 connected as one and bottom pile 4, described A wall
The the first supported hole 19-1 inserted for described pile it is provided with on block 9.
As it is shown on figure 3, in the present embodiment, described upper post 3 is upper coarse and lower fine Combined cylindrical
Body structure, the thin cylindrical portion of described upper post 3 lower end is solid connecting rod 5；Described bottom
Pile 4 is cylindrical structure, and the top of described bottom pile 4 is hollow cylinder 6, described bottom
The bottom of pile 4 is provided with the coniform top cone 8 for being driven underground, described upper post 3 He
Bottom pile 4 connects as one by the way of solid connecting rod 5 being inserted in hollow cylinder 6.
When being embodied as, described coniform top cone 8 has certain intensity and destructive power, described solid company
The smooth surface of extension bar 5, it is possible to just insert in hollow cylinder 6, and described solid connecting rod 5
There is certain intensity so that the impact energy that upper post 3 freely falling body produces can effectively pass to
Coniform top cone 8, and rapidly coniform top cone 8 is driven underground；Described upper post 3 with
It is respectively provided with bigger frictional force, it is possible to ensure pile between bottom pile 4 and the first supported hole 19-1
Supporting role to body of wall；It addition, described A body of wall has certain thickness, vertically stand on the ground
As reversely supporting, it is possible to prevent described pile from deflecting.
As shown in Figure 4, Figure 5 and Figure 6, in the present embodiment, the top of described A wall block 9 is provided with
Semi-cylindrical the first upper groove 12, the right side of described A wall block 9 is provided with the right groove of semi-cylindrical first
13, the left side of described A wall block 9 is provided with the left convex body of semi-cylindrical first 11, adjacent two pieces in left and right
A wall block 9 engages even by the way of in the first right groove 13 that is connected together to by the first left convex body 11
Connect；The bottom of described A wall block 9 is provided with the first low groove that transverse section is isosceles trapezoid, described A
It is to have the seal land 14 on sharp side that wall block 9 is positioned at the part of described first low groove both sides.It is embodied as
Time, cut out, in the bottom of described A wall block 9, the quadrangular that transverse section is isosceles trapezoid, i.e. at A wall block
The first low groove has been dug out in the bottom of 9, and defines seal land 14, and the seal land 14 of generation has
Sharp side, it is possible to manually hit multi-layer walls so that it is be absorbed in earth's surface, carries out multi-layer walls sealed bottom.
When being embodied as, described A body of wall uses light-high-strength composite to make, described A wall block
A length of 2m, the height of 9 are 1.5m, and thickness is 0.3m；Described first upper groove 12, first is right
The diameter of groove 13 and the first left convex body 11 is 0.3m；The thick cylinder of described upper post 3 upper end
The a length of 2.5m of body portion, a diameter of 0.1m, a length of 1m of described solid connecting rod 5, directly
Footpath is 0.08m, a length of 1m of described hollow cylinder 6, and external diameter is 0.1m, and internal diameter is 0.08m,
Described bottom pile 4 is except a length of 2.5m, a diameter of 0.1m of hollow cylinder 6 part.
The quick anti-flood wall of the increased formula of the present embodiment is applicable to place's water level situation less than 1.5m of breaching a dyke,
When being embodied as, put polylith A wall block 9 along dykes and dams physical features according to mouthful length of breaching a dyke, and when putting,
Be connected together the first right of previous piece of A wall block 9 by the first left convex body 11 of rear one piece of A wall block 9
In groove 13, the seal land 14 of A wall block 9 is squeezed into below earth's surface；Then, by upper post 3
Connect as one by the way of solid connecting rod 5 is inserted in hollow cylinder 6 with bottom pile 4,
And insert in the first supported hole 19-1；Finally, utilize piling machine lift by crane upper post 3, after release its
The coniform top cone 8 of bottom pile 4 is driven underground by impact energy.
Embodiment 2
As in figure 2 it is shown, the present embodiment is unlike enforcement 1: the increased formula of the present embodiment is quick
Anti-flood wall, including multi-layer walls, described multi-layer walls is fixed on earth's surface by the pile being driven underground,
The ground floor body of wall 1 counted from the bottom up in described multi-layer walls is all for being assembled by polylith A wall block 9
A body of wall, in multi-layer walls from the bottom up count second layer body of wall 2 and the second layer more than body of wall
All for the B body of wall assembled by polylith B wall block 10, two pieces of adjacent A wall blocks 9 and adjacent
Two pieces of B wall blocks 10 are all engaged connection by convex body and groove, and described B wall block 10 is arranged
There is the second supported hole 19-2 inserted for described pile.
As in figure 2 it is shown, in the present embodiment, described multi-layer walls is two-layer body of wall.
As shown in Figure 7, Figure 8 and Figure 9, in the present embodiment, the top of described B wall block 10 is provided with
Semi-cylindrical the second upper groove 18, it is right recessed that the right side of described B wall block 10 is provided with semi-cylindrical second
Groove 16, the left side of described B wall block 10 is provided with the left convex body of semi-cylindrical second 17, described B wall block
The bottom of 10 is provided with convex body 15 under semi-cylindrical, and the adjacent two pieces of B wall blocks 10 in left and right are by by
The mode that two left convex bodys 17 are connected together in the second right groove 16 is connected together；Neighbouring B
Wall block 10 and A wall block 9 is by the way of in first upper groove 12 that is connected together to by lower convex body 15
Being connected together, two pieces of neighbouring B wall blocks 10 are by being connected together lower convex body 15 on second
Mode in groove 18 is connected together.I.e. second layer body of wall 2 and ground floor body of wall 1 are by convex under inciting somebody to action
The mode that body 15 is connected together in the first upper groove 12 is connected together, more than the second layer up and down two
Layer body of wall is connected together by the way of in second upper groove 18 that is connected together to by lower convex body 15, this
The wall connecting mode of sample, has good seal, and under uneven surge, semicolumn
Shape convex body contacts with the curved face type of groove and body of wall can be made to produce bending, has certain cushioning effect, energy
Enough prevent junction from rupturing because moment of torsion is excessive.Additionally, each piece of wall block of same layer is placed in different high
Time on degree, it is possible to preferably comply with the physical features that dykes and dams height rises and falls.
Remaining structure is all identical with embodiment.
When being embodied as, multi-layer walls and pile all use light-high-strength composite to make, described
The length of A wall block 9 and B wall block 10 is 2m, is highly 1.5m, and thickness is 0.3m；Institute
State first upper groove 12, first right groove 13, first left convex body the 11, second upper groove 18, second
The diameter of right groove the 16, second left convex body 17 and lower convex body 15 is 0.3m；Described first supports
Hole 19-1 and the second supported hole 19-2 is cylindrical hole, described first supported hole 19-1 and second
The diameter of supported hole 19-2 is 0.1m, described A wall block 9 and on be provided with two the first supported holes
19-1, the spacing between two the first supported hole 19-1 is 1m, and described B wall block 10 is provided with two
Individual second supported hole 19-2, the spacing between two the second supported hole 19-2 is 1m；The stake of described top
The a length of 2.5m of the thick cylindrical portion of post 3 upper end, a diameter of 0.1m, described solid connecting rod 5
A length of 1m, a diameter of 0.08m, a length of 1m of described hollow cylinder 6, external diameter is 0.1m,
Internal diameter is 0.08m, and described bottom pile 4 is except a length of 2.5m of hollow cylinder 6 part, diameter
For 0.1m.
The quick anti-flood wall of the increased formula of the present embodiment is applicable to place's water level situation higher than 1.5m of breaching a dyke,
When being embodied as, when the place's water level that breaches a dyke is less than 1.5m, first, along dykes and dams physical features according to breaching a dyke mouth
Length puts polylith A wall block 9, and when putting, by the first left convex body 11 of rear one piece of A wall block 9
It is connected together in the first right groove 13 of previous piece of A wall block 9, by the seal land 14 of A wall block 9
Squeeze into below earth's surface, erect ground floor body of wall 1；When the place's water level that breaches a dyke goes up and is higher than 1.5m,
Polylith B wall block 10 is installed on polylith A wall block 9, during installation, by rear one piece of B wall block 10
The second left convex body 17 be connected together in the second right groove 16 of previous piece of B wall block 10, by B
The lower convex body 15 of wall block 10 is connected together in the first upper groove 12 of A wall block 9, erects
Two layers of body of wall 2；Then, by upper post 3 and bottom pile 4 by solid connecting rod 5 is inserted
Mode in hollow cylinder 6 connects as one, and is sequentially inserted into the second supported hole 19-2 and first
In supported hole 19-1；Finally, under after utilizing piling machine lifting upper post 3 release, its impact energy is incited somebody to action
The coniform top cone 8 of portion's pile 4 is driven underground.
During it addition, be embodied as, when the place's water level that breaches a dyke is higher, can take on second layer body of wall 2
The B body of wall building more layers is on the defensive, and may also be combined with waterproof sandbag if desired and uses, to increase body of wall
Defence capability.
The above, be only preferred embodiment of the present utility model, not makees this utility model any
Limit, every according to this utility model technical spirit, above example is made any simple modification,
Change and equivalent structure change, all still fall within the protection domain of technical solutions of the utility model.
Claims (4)
1. can increase the quick anti-flood wall of formula for one kind, it is characterised in that: include one layer of body of wall or stacked on top of one another
The multi-layer walls arranged, described one layer of body of wall or multi-layer walls are all fixed on by the pile being driven underground
On earth's surface, the ground floor body of wall (1) counted from the bottom up in described one layer of body of wall or multi-layer walls is
The A body of wall assembled by polylith A wall block (9), the second layer counted from the bottom up in multi-layer walls
Body of wall more than body of wall (2) and the second layer is all for the B assembled by polylith B wall block (10)
Body of wall, two pieces of adjacent A wall block (9) and adjacent two pieces of B wall block (10) all by convex body and
Groove be engaged connection, described pile is by the upper post (3) connected as one and bottom stake
Post (4) forms, and described A wall block (9) is provided with the first supported hole (19-1) inserted for described pile,
The second supported hole (19-2) inserted for described pile it is provided with on described B wall block (10).
2. can increase the quick anti-flood wall of formula according to the one described in claim 1, it is characterised in that: institute
Stating upper post (3) is upper coarse and lower fine Combined cylindrical body structure, under described upper post (3)
The thin cylindrical portion of end is solid connecting rod (5)；Described bottom pile (4) is cylindrical structure,
The top of described bottom pile (4) is hollow cylinder (6), the end of described bottom pile (4)
Portion is provided with the coniform top cone (8) for being driven underground, described upper post (3) and bottom
Pile (4) is connected as by the way of solid connecting rod (5) being inserted in hollow cylinder (6)
Integrally.
3. can increase the quick anti-flood wall of formula according to the one described in claim 1, it is characterised in that: institute
The top stating A wall block (9) is provided with semi-cylindrical the first upper groove (12), described A wall block (9)
Right side be provided with the right groove of semi-cylindrical first (13), the left side of described A wall block (9) is arranged
Having the left convex body of semi-cylindrical first (11), adjacent two pieces of A wall block (9) in left and right are by by first
The mode that left convex body (11) is connected together in the first right groove (13) is connected together；Described A wall
The bottom of block (9) is provided with the first low groove that transverse section is isosceles trapezoid, described A wall block (9)
The part being positioned at described first low groove both sides is to have the seal land (14) on sharp side.
4. can increase the quick anti-flood wall of formula according to the one described in claim 3, it is characterised in that: institute
The top stating B wall block (10) is provided with semi-cylindrical the second upper groove (18), described B wall block (10)
Right side be provided with the right groove of semi-cylindrical second (16), the left side of described B wall block (10) is arranged
The left convex body of semi-cylindrical second (17), the bottom of described B wall block (10) is had to be provided with semi-cylindrical
Lower convex body (15), adjacent two pieces of B wall block (10) in left and right are by blocking the second left convex body (17)
The mode that conjunction is connected in the second right groove (16) is connected together；Neighbouring B wall block (10)
With A wall block (9) by the side in the first upper groove (12) that lower convex body (15) is connected together to
Formula is connected together, and two pieces of neighbouring B wall block (10) are by being connected together lower convex body (15)
Mode in the second upper groove (18) is connected together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620387038.3U CN205576836U (en) | 2016-04-29 | 2016-04-29 | Can increase quick anti -flood wall of formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620387038.3U CN205576836U (en) | 2016-04-29 | 2016-04-29 | Can increase quick anti -flood wall of formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205576836U true CN205576836U (en) | 2016-09-14 |
Family
ID=56859158
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620387038.3U Expired - Fee Related CN205576836U (en) | 2016-04-29 | 2016-04-29 | Can increase quick anti -flood wall of formula |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677126A (en) * | 2017-01-24 | 2017-05-17 | 哈尔滨理工大学 | Unit assembly type water-filled rubber anti-flood wall and assembly method thereof |
| CN107178066A (en) * | 2017-07-19 | 2017-09-19 | 徐州乐泰机电科技有限公司 | A kind of municipal works flood protection device |
| CN108930250A (en) * | 2018-07-19 | 2018-12-04 | 杭州电子科技大学 | A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function |
| CN109267539A (en) * | 2018-10-12 | 2019-01-25 | 孙士元 | Portable staking out device and preparation method |
| CN111305149A (en) * | 2020-04-16 | 2020-06-19 | 赵小英 | A increase and enclose fender for municipal works river course |
| CN111305150A (en) * | 2020-04-16 | 2020-06-19 | 赵小英 | Closure plate mechanism for municipal engineering |
| WO2023115395A1 (en) * | 2021-12-20 | 2023-06-29 | 深圳市东深工程有限公司 | Water-side ecological flood wall structure, and construction method therefor |
-
2016
- 2016-04-29 CN CN201620387038.3U patent/CN205576836U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677126A (en) * | 2017-01-24 | 2017-05-17 | 哈尔滨理工大学 | Unit assembly type water-filled rubber anti-flood wall and assembly method thereof |
| CN107178066A (en) * | 2017-07-19 | 2017-09-19 | 徐州乐泰机电科技有限公司 | A kind of municipal works flood protection device |
| CN108930250A (en) * | 2018-07-19 | 2018-12-04 | 杭州电子科技大学 | A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function |
| CN108930250B (en) * | 2018-07-19 | 2020-05-19 | 杭州电子科技大学 | Flood fighting closure method |
| CN109267539A (en) * | 2018-10-12 | 2019-01-25 | 孙士元 | Portable staking out device and preparation method |
| CN111305149A (en) * | 2020-04-16 | 2020-06-19 | 赵小英 | A increase and enclose fender for municipal works river course |
| CN111305150A (en) * | 2020-04-16 | 2020-06-19 | 赵小英 | Closure plate mechanism for municipal engineering |
| CN111305149B (en) * | 2020-04-16 | 2021-07-20 | 赵小英 | A increase and enclose fender for municipal works river course |
| CN111305150B (en) * | 2020-04-16 | 2021-08-27 | 赵小英 | Closure plate mechanism for municipal engineering |
| WO2023115395A1 (en) * | 2021-12-20 | 2023-06-29 | 深圳市东深工程有限公司 | Water-side ecological flood wall structure, and construction method therefor |
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