CN113931135A - Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method - Google Patents
Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method Download PDFInfo
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- CN113931135A CN113931135A CN202111373510.XA CN202111373510A CN113931135A CN 113931135 A CN113931135 A CN 113931135A CN 202111373510 A CN202111373510 A CN 202111373510A CN 113931135 A CN113931135 A CN 113931135A
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- 239000004575 stone Substances 0.000 title claims abstract description 65
- 238000000034 method Methods 0.000 title claims abstract description 15
- 230000000903 blocking effect Effects 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 239000007787 solid Substances 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims abstract description 3
- 239000002184 metal Substances 0.000 claims description 6
- 238000011144 upstream manufacturing Methods 0.000 claims description 6
- 238000004080 punching Methods 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 238000005516 engineering process Methods 0.000 claims description 4
- 238000010079 rubber tapping Methods 0.000 claims description 4
- 230000002265 prevention Effects 0.000 claims description 3
- 241000251468 Actinopterygii Species 0.000 claims description 2
- 241000257303 Hymenoptera Species 0.000 claims description 2
- 230000007547 defect Effects 0.000 claims description 2
- 238000009417 prefabrication Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 239000004576 sand Substances 0.000 abstract description 4
- 239000002981 blocking agent Substances 0.000 abstract 1
- 239000004568 cement Substances 0.000 abstract 1
- 239000003638 chemical reducing agent Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- 239000000843 powder Substances 0.000 abstract 1
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
A column cage stone pile supports cage type flashboard and its fast method of speedily carrying out rescue work used for stopping breach levee break, the column cage stone pile is welded into the cylindrical cylinder mould by the steel reinforcement, the inside is packed the stone and got; and arranging the column cage stone piles in sequence along the axis of the dam to form a column cage stone pile group. The cage-type gate plate is welded by steel bars to form a plate-shaped hollow cylinder mould, and blocks are filled in the cage-type gate plate to obtain a solid cage-type gate plate; the cage-type flashboards are respectively arranged between the two column cage stone piles in the water incoming direction to form a continuous flood wall, sand, soil and stone are piled on two sides of the continuous flood wall simultaneously, and then the breach door is blocked. The quick emergency rescue comprises a burst plugging part at the early stage of burst and a burst embankment plugging part of a column cage stone pile supporting cage type flashboard; the piping leakage stoppage in the early stage of burst is realized by utilizing a dike-attaching net frame, and filling a mixture of silt, cement, a mud-blocking agent, rubber powder and a water reducing agent in the dike-attaching net frame, so that piping can be effectively blocked. The column cage stone pile, the cage type flashboard and the embankment pasting net rack are used for blocking the breach and embankment and rapidly dealing with emergency, and are high in structural strength, good in stability, low in cost and convenient for rapid dealing construction.
Description
Technical Field
The invention belongs to the technical field of hydraulic engineering, and relates to a rapid rescue method for blocking a breach and a dike by using a column cage stone pile supporting cage type flashboard.
Background
Flood disasters are mainly flood disasters, and flood disasters refer to disasters caused by flooding, heavy rain, ponding and excessive soil moisture to human society. Flood disaster is a disaster caused by flooding due to the sudden rise of water levels of rivers, lakes and reservoirs and the overflow or burst of dams, and is one of ten natural disasters threatening the survival of human beings.
The characteristics of extremely uneven precipitation distribution and over-concentrated rainfall time in China, and the frequent dangerous situations of river dams caused by concentrated rainfall are also the main reasons for causing flood disasters.
Currently, prevention and control of flooding and flooding have become an important public security service for guaranteeing social stability and economic development in all countries of the world. Among them, dike breach emergency rescue is a big problem to be solved urgently in all countries in the world. In breach emergency rescue, water flow flowing through an embankment breach door is intercepted and blocked in various ways usually under a higher water level, so that the water flow completely returns to an original river channel, but the breach emergency rescue engineering has great construction risk, but requires short construction period and high efficiency, so that the technical difficulty is high, and the rescue cost is high. The traditional breach emergency treatment methods such as throwing stones, sand bags, gabions and the like have little leak stopping effect; even if the advanced throwing technology is adopted, such as a triangular conical steel frame (patent No. 201620690588.2) for blocking dike breach, the ideal effect is difficult to achieve due to the limited manual throwing power and the overlarge flood flow rate at the breach; other methods such as the soft block method of river levee breach (patent number 99115001.5) require manual jumping into the torrent of flood to complete the piling construction; the 'anti-break dike and dam-break plugging boat' (patent number 201521008895.x) needs manual operation of large ships and vehicles to sink and plug the bottom, and the cost is very high. Therefore, in urgent need, a set of efficient, fast, safe and feasible dam breach fast rescue method needs to be developed, standardization and module blocks of rescue engineering are realized, construction efficiency is improved to the maximum extent, construction risks and costs are reduced, and safety of the dam of the yellow river is ensured.
Disclosure of Invention
In order to solve the problems, the invention provides a column cage stone pile supporting cage type flashboard for blocking breach and breakwater and a rapid emergency rescue method thereof.
The technical scheme adopted by the invention comprises two parts:
a column cage stone pile supporting cage type gate plate for blocking breach levee is characterized by comprising two parts, a column cage stone pile and a cage type gate plate;
the column cage stone pile mainly comprises a column cage and stones; the column cage stone pile has two types, namely a hollow column cage and a solid column cage; the hollow column cage is a stone pile formed by inwards throwing stones after the column cage is installed to the burst position of the breach; the solid core column cage is a stone pile formed by filling stones in the solid core column cage in advance before installation.
The column cage comprises vertical steel bars, transverse stirrups and punching ribs; vertical steel bars with the diameter larger than 30mm are arranged along the outer edge of the column shape along the radial direction-; the transverse stirrups with the diameter not less than 10mm are axially arranged along the outer edge of the column and are welded with the vertical steel bars; the distance between the adjacent vertical steel bars is not more than 100mm, and the distance between the adjacent transverse stirrups is not more than 200 mm; the bottom of the column cage is provided with an impact rib with the length of more than 1000mm, the diameter of the impact rib is not less than 50mm, and the stone pile can be planted at the bottom of the breach with a certain depth.
The plate-shaped cage-shaped gate plate is a plate-shaped cuboid reinforcement mesh cage formed by welding reinforcements (31) with the diameter of not less than 10mm, and meshes of the mesh cage are rectangular or triangular with the side length of not more than 200mm, as shown in fig. 3(a) and 3 (b); the plate-shaped cage type gate plate is not less than 300mm in thickness, the width depends on the distance between the stone piles, and the height is determined according to the flood depth at the breach.
The plate-shaped cage type flashboard is divided into two forms, namely a hollow plate-shaped cage type flashboard and a solid plate-shaped cage type flashboard; the hollow plate-shaped cage-type gate plate is directly used as a retaining wall, and gravels are piled on two sides of the retaining wall; the solid plate cage-shaped gate plate is a plate cage-shaped gate plate filled with stones.
The column cage stone piles are formed into a plurality of stone pile groups, the upstream faces of two adjacent column cage stone piles in the stone pile groups are paved with plate-shaped cage flashboards, and the column cage stone piles and the plate-shaped cage flashboards jointly form the whole flood prevention body.
According to the column cage stone pile supporting cage type flashboard for blocking breach and breakwater, the invention also provides a quick emergency rescue method, which comprises the following two parts:
1. piping leakage stoppage in the early stage of breach:
the early stage leakage stoppage of breach levee is a treatment technology for endangering the safety of a dam body by piping of the dam caused by the defects of water conservancy projects such as mole ants and the like. A technique for eliminating the hazard of piping by directly placing a net frame for attaching a dike into the upstream of the piping, the implementation schematic diagram is shown in fig. 4. The embankment net rack is named by placing the net rack along the inner slope and the downslope of the dam as shown in figure 5. The light steel keel frame comprises a light steel keel frame and a skin with meshes; wherein, the width of the web plate of the light steel keel is not less than 300 mm; the height of the flange is not less than 40 mm; the covering is a plastic net, a metal wire net or a metal net sheet which is mechanically and continuously stretched into fish scale holes which enable the silt not to be easily lost; the net sheet is connected with the keel by self-tapping screws. The light steel keel and the net sheet form a space net frame, and silt can be poured between the light steel keel and the net sheet to form a plate body so as to prevent further piping, for example, special piping mortar, or underwater concrete or underwater mortar is used, so that the space net frame has higher firmness.
2. The column cage supports the cage type flashboard to block the breach and break the dike:
(1) preparing: welding the column cage and the cage-type gate plate, wherein the column cage and the cage-type gate plate can be processed on site or prefabricated in a factory and then transported to the site; enough rocks and sand are prepared.
(2) Hoisting the column cage: arranging column cages at the breach door along the axis of the dam by adopting a mechanical hoisting method, wherein the center distance between the column cages is 3000mm, and stones are added into the column cages to form a column cage stone pile group;
(3) installing a cage type flashboard: install the flashboard in stone stake upper reaches (the incoming water direction), form the barrier body, then pile up the grit at its both sides fast, pack the stone in order to improve overall stability in cage type flashboard simultaneously, until the dykes and dams shutoff is accomplished.
The invention relates to a rapid emergency rescue technology for plugging burst and breaking levee by using a column cage stone pile supporting cage type flashboard, which has the advantages of high structural strength, good stability, low cost, convenient construction and good rapid emergency rescue effect. Adopt to paste and carry the rack to the piping leaking stoppage, can show effectively to solve piping harm, improve dykes and dams holistic structural strength and stability, and dykes and dams are protected by rack restraint, avoid suffering the further erosion of flood.
Drawings
Fig. 1 is a plan view of a column-cage stone pile and cage-type gate plate implementation of the present invention.
FIG. 2 is a block diagram of a column cage of the present invention.
FIG. 3(a) is a view showing the construction of a cage-type shutter net cage (triangular mesh) according to the present invention.
FIG. 3(b) is a view showing the construction of a cage-type shutter net cage (rectangular mesh) according to the present invention.
Figure 4 is a cross-sectional view of a piping leakage plugging implementation of the present invention.
Fig. 5(a) is a top view of the piping plugging space truss structure of the present invention.
Fig. 5(b) is a front view of the piping plugging space truss structure of the present invention.
In the figure: 11, a dam; a 12-column cage; 13 cage-type gate plates; 21 longitudinal steel bars; 22 transverse reinforcing steel bars; 23 punching ribs; 31 reinforcing steel bars; 32 mesh openings of a net cage; 41 pasting a dike net rack; 42 a dam; 43 piping; 44 grid fill (underwater mortar, etc.); 51 light gauge steel; 52 a skin with meshes; 53 self-tapping screws; end-capping the skin at 54; 55 a keel web; the width of the L1 keel web; l2 net rack width; l3 rack height; l4 light steel keel spacing; l5 dike net rack thickness; l6 dike net rack width; l7 dike net rack height.
Detailed Description
As shown in the attached drawing, the column cage stone pile supporting cage type gate plate for blocking the burst levee of the breach consists of a column cage 12 and a cage type gate plate 13.
The column cage 12, as shown in fig. 2, is a cylindrical net cage formed by welding longitudinal steel bars 21 and transverse steel bars 22, and is cylindrical, the lower part of the net cage is provided with a punching-in rib 23 which is longer than 1000mm, and stones are added into the cage and placed in a gate of a gap to form a column cage stone pile. There are two types of column cages, namely hollow column cages and solid column cages, as shown in fig. 2.
The cage-type gate plate is welded into a cage-type plate shape by steel bars 31 as shown in fig. 3, can be directly used or filled with stones to resist the impact of water flow, and simultaneously slows down the flow rate, thereby being beneficial to quickly filling sand and stones on two sides of the cage-type gate plate and sealing the breach door.
As shown in fig. 4 and 5, a dike attaching net rack 41 is adopted to stop the leakage of piping positions 43 of dikes 42; the space net frame is composed of main components such as light steel keels 51 and mesh skins 52 as shown in fig. 5.
Wherein the light gauge steel 51 functions as a skeleton. The skin 52 is made of a plastic mesh sheet, a metal wire mesh sheet or a metal tensioning mesh sheet, and is fixed and reinforced by self-tapping screws 53. The ends of the grid are secured to the keel grid by a specialized end-capping skin 54 to prevent filler loss in the space grid.
The net mount thickness is dependent on the width L1 of the keel web 55, typically 300 mm. The spacing L4 of light steel keel in the net rack is 400 mm. The net rack width L2 is typically 3000 mm. The height L3 of the net rack depends on the depth of the piping position from the water surface, and is generally 3000 mm-6000 mm.
The piping is blocked as shown in fig. 4. After the swirl point at the upstream of the piping 43 is determined, the net rack 41 is directly laid along the dam slope, and then special piping mortar, or underwater concrete, or underwater mortar 44 is poured into the net rack, so that the piping can be blocked. The net rack is light in weight, convenient to process and transport and convenient for rapid rescue on construction sites.
Claims (2)
1. A column cage stone pile supporting cage type gate plate for blocking breach levee is characterized by comprising two parts, a column cage stone pile and a cage type gate plate;
the column cage stone pile (12) mainly comprises a column cage and stones; the column cage stone pile has two types, namely a hollow column cage and a solid column cage; the hollow column cage is a stone pile formed by inwards throwing stones after the column cage is transported to a burst position; the solid core column cage is a stone pile formed by filling stones in the solid core column cage in advance before use;
the column cage comprises vertical steel bars, transverse stirrups and punching ribs; vertical steel bars (21) with the diameter larger than 30mm are arranged along the outer edge of the column shape along the radial direction; the transverse stirrups (22) with the diameter not less than 10mm are axially arranged along the outer edge of the column and are welded with the vertical steel bars (21); the distance between the adjacent vertical steel bars (21) is not more than 100mm, and the distance between the adjacent transverse stirrups (22) is not more than 200 mm; the bottom of the column cage (12) is provided with a punching rib (23) with the length of more than 1000mm, and the diameter of the punching rib (23) is not less than 50 mm;
the plate-shaped cage type gate plate (13) is a plate-shaped cuboid reinforcement cage formed by welding reinforcements (31) with the diameter of not less than 10mm, and meshes (32) of the cage are rectangular or triangular with the side length of not more than 200 mm; the thickness of the plate-shaped cage-type gate plate (13) is not less than 300mm, the width depends on the spacing of the stone piles, and the height is determined according to the flood depth at the breach;
the plate-shaped cage type flashboard (13) is divided into two forms, namely a hollow plate-shaped cage type flashboard and a solid plate-shaped cage type flashboard; the hollow plate-shaped cage-type gate plate is directly used as a retaining wall, and gravels are piled on two sides of the retaining wall; the solid plate-shaped cage-shaped gate plate is characterized in that stones are filled in the plate-shaped cage-shaped gate plate (13);
the column cage stone piles (12) are formed by a plurality of column cage stone pile groups, plate-shaped cage type flashboards (13) are laid on the upstream faces of two adjacent column cage stone piles in the stone pile groups, and the column cage stone piles (12) and the plate-shaped cage type flashboards (13) jointly form an integral flood prevention body.
2. The method for rapidly rescuing by adopting the column cage stone pile supporting cage type flashboard for closing the breach levee of the burst as claimed in claim 1 is characterized by comprising two parts: piping leakage stoppage at the early stage of burst and a column cage supporting cage type flashboard for blocking burst and dike break;
(1) piping leakage stoppage in the early stage of breach:
the early stage leak stoppage of breach and dike breaking refers to a treatment technology for endangering the safety of a dam body by piping of the dam caused by the defects of water conservancy projects such as mole ants and the like; the hazard can be eliminated by directly arranging the embankment net rack (41) on the upstream of the piping (43); the embankment net rack (41) is named after the net rack is placed along the inner slope of the embankment (42) along the same slope; it comprises a light steel keel (51) framework and a skin (52) with meshes; the width of the web plate of the light steel keel (51) is not less than 300 mm; the height of the flange is not less than 40 mm; the covering is a plastic net, a metal wire net or a metal net sheet which is mechanically and continuously stretched into fish scale holes which enable silt not to easily run off; the net sheet is connected with the keel by a self-tapping screw (53); the light steel keel and the net piece form a space net frame, and silt can be filled between the light steel keel and the net piece to form a plate body so as to prevent further piping from happening and enable the space net frame to have higher firmness;
(2) the column cage supports the cage type flashboard to block the breach and break the dike:
1) preparing: welding a column cage and a cage type flashboard, and carrying out field processing or factory prefabrication and then transporting to the field; preparing enough stones and sandy soil;
2) hoisting the column cage: arranging column cages at the breach door along the axis of the dam by adopting a mechanical hoisting method, wherein the center distance between the column cages is 3000mm, and stones are added into the column cages to form a column cage stone pile group;
3) installing a cage type flashboard: the gate plate is arranged at the upstream (water incoming direction) of the stone pile to form a blocking body, then gravels are rapidly stacked on the two sides of the blocking body, and meanwhile, stones are filled in the cage-shaped gate plate to improve the overall stability until the breach plugging of the dam is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111373510.XA CN113931135A (en) | 2021-11-19 | 2021-11-19 | Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111373510.XA CN113931135A (en) | 2021-11-19 | 2021-11-19 | Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113931135A true CN113931135A (en) | 2022-01-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111373510.XA Pending CN113931135A (en) | 2021-11-19 | 2021-11-19 | Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method |
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| Country | Link |
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| CN (1) | CN113931135A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075194A (en) * | 2022-07-07 | 2022-09-20 | 新疆金水工程检测有限公司 | Gabion for hydraulic engineering embankment rescue, gabion throwing vehicle and breach rescue method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1253201A (en) * | 1999-12-14 | 2000-05-17 | 张平顺 | Technique for closing up dam (or dike) breach with quickly arranged frame |
| CN2387140Y (en) * | 1998-10-19 | 2000-07-12 | 张平顺 | Honeycomb type tap-hole gate |
| EP1508643A1 (en) * | 2003-08-22 | 2005-02-23 | Ingvar Nero | Flood barrier |
| CN101313112A (en) * | 2005-11-24 | 2008-11-26 | 赫思科巴斯申有限公司 | Gabion |
| CN202099781U (en) * | 2011-04-19 | 2012-01-04 | 佛山市建旭工贸有限公司 | Net box for rescuing |
| 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 |
| CN108487188A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular prism cage body components of frame |
| CN211773858U (en) * | 2019-12-31 | 2020-10-27 | 浙江交工集团股份有限公司 | Landscape gabion retaining wall |
| CN214460303U (en) * | 2020-12-11 | 2021-10-22 | 宁波华康陆鼎建设有限公司 | Steel reinforcement cage for steel reinforcement cage bamboo shoot pile |
| CN216304557U (en) * | 2021-11-19 | 2022-04-15 | 山东纳禾科技有限公司 | Column cage stone pile supporting plate-shaped cage type flashboard for blocking breach and dike burst |
-
2021
- 2021-11-19 CN CN202111373510.XA patent/CN113931135A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2387140Y (en) * | 1998-10-19 | 2000-07-12 | 张平顺 | Honeycomb type tap-hole gate |
| CN1253201A (en) * | 1999-12-14 | 2000-05-17 | 张平顺 | Technique for closing up dam (or dike) breach with quickly arranged frame |
| EP1508643A1 (en) * | 2003-08-22 | 2005-02-23 | Ingvar Nero | Flood barrier |
| CN101313112A (en) * | 2005-11-24 | 2008-11-26 | 赫思科巴斯申有限公司 | Gabion |
| CN202099781U (en) * | 2011-04-19 | 2012-01-04 | 佛山市建旭工贸有限公司 | Net box for rescuing |
| 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 |
| CN108487188A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular prism cage body components of frame |
| CN211773858U (en) * | 2019-12-31 | 2020-10-27 | 浙江交工集团股份有限公司 | Landscape gabion retaining wall |
| CN214460303U (en) * | 2020-12-11 | 2021-10-22 | 宁波华康陆鼎建设有限公司 | Steel reinforcement cage for steel reinforcement cage bamboo shoot pile |
| CN216304557U (en) * | 2021-11-19 | 2022-04-15 | 山东纳禾科技有限公司 | Column cage stone pile supporting plate-shaped cage type flashboard for blocking breach and dike burst |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075194A (en) * | 2022-07-07 | 2022-09-20 | 新疆金水工程检测有限公司 | Gabion for hydraulic engineering embankment rescue, gabion throwing vehicle and breach rescue method |
| CN115075194B (en) * | 2022-07-07 | 2024-03-08 | 王海朋 | Gabion for hydraulic engineering embankment rescue, gabion throwing vehicle and breach rescue method |
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