[go: up one dir, main page]

CN213389978U - Hydraulic engineering is with high-efficient durable flood bank - Google Patents

Hydraulic engineering is with high-efficient durable flood bank Download PDF

Info

Publication number
CN213389978U
CN213389978U CN202022210115.7U CN202022210115U CN213389978U CN 213389978 U CN213389978 U CN 213389978U CN 202022210115 U CN202022210115 U CN 202022210115U CN 213389978 U CN213389978 U CN 213389978U
Authority
CN
China
Prior art keywords
bearing block
muscle
dykes
dams
hydraulic engineering
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
Application number
CN202022210115.7U
Other languages
Chinese (zh)
Inventor
李炳春
崇英艳
缪德和
陈法鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202022210115.7U priority Critical patent/CN213389978U/en
Application granted granted Critical
Publication of CN213389978U publication Critical patent/CN213389978U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

The utility model discloses a high-efficiency durable flood control dam for hydraulic engineering, the structure of which comprises a foundation, a dam, a protective frame, a reinforcing device and a water seepage prevention device, the reinforcing device is arranged on the bottom end face of the dam, when the dam is built on the surface of a bearing block, the bearing block can carry out bearing placement on the dam, and inside the fixed block is fixed in the ground, can prevent that the bearing block from shifting, the inside distribution muscle that sets up of bearing block can make the bearing block have better intensity and difficult fracture, run through the intensity that the muscle mainly used promoted the bearing block, the fixed column mainly used is fixed to dykes and dams, the drawknot muscle that the inside setting of fixed column can promote the face of the life and the better supporting effect of receiving of fixed column, the stirrup mainly used is to tying up the drawknot muscle, make drawknot muscle non-deformable, the life who promotes dykes and dams has reached, avoid partial ground to sink and lead to the impaired beneficial effect of collapsing of dykes and dams.

Description

Hydraulic engineering is with high-efficient durable flood bank
Technical Field
The utility model relates to a technical field is carried in the flood control, concretely relates to hydraulic engineering is with high-efficient durable flood bank.
Background
The flood control dike is a dike built for preventing rivers from overflowing, the flood control dike appears hundreds of years ago, the flood control dike is usually a pile of soil, the soil pile is in a long strip shape and can extend for several meters along rivers and lakes, the flood control dike can restrain flood, and river water in the flood control dike can rise but cannot flow into adjacent land.
However, the existing flood control dike is not convenient for lifting and reinforcing the flood control dike and has better stability due to the fact that the foundation is soaked in water for a long time, the service life of the flood control dike is shortened, water surface impact is often received due to the flood control dike surface, the flood control dike seepage control effect is general, and the problem that the flood control dike is damaged is caused.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome prior art not enough, provide a durable dyke of high efficiency for hydraulic engineering at present, solved current dyke of floodwater and soaked in aqueous because of the ground is long-time, and be not convenient for promote reinforcement and better steadiness to the dyke of floodwater, lead to reducing the life of dyke of floodwater, often receive the surface of water impact because of the dyke face of floodwater, and the dyke of floodwater infiltration effect is general, has leaded to the impaired problem of dyke of floodwater.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a hydraulic engineering is with high-efficient durable flood bank, including ground, dykes and dams, protection frame, reinforcing apparatus and prevention of seepage water installation, ground top right side is provided with dykes and dams, dykes and dams right-hand member face is provided with the protection frame, dykes and dams bottom face is provided with reinforcing apparatus, the inside right-hand member of dykes and dams is provided with prevention of seepage water installation.
Further, reinforcing apparatus is by bearing block, fixed block, distribution muscle, run through the muscle, prick silk, fixed column, lacing bar and stirrup and constitute, dykes and dams bottom face is provided with the bearing block, the bearing block left end is provided with the fixed block, the inside distribution muscle that is provided with of bearing block, the distribution muscle top is provided with and runs through the muscle, the distribution muscle is tied up through pricking the silk and running through the muscle and be connected, bearing block top face is provided with the fixed column, the inside lacing bar that is provided with of fixed column, the lacing bar outside is provided with the stirrup.
Furthermore, the prevention of seepage water installation comprises waterproof layer, anti-permeability layer and high density polyethylene waterproof board, dykes and dams right-hand member face is provided with the waterproof layer, the waterproof layer left end is provided with the anti-permeability layer, the anti-permeability layer left end is provided with the high density polyethylene waterproof board.
Furthermore, a stop block is arranged on the right side of the top end face of the bearing block, the stop block is rectangular, and the thickness of the stop block is 3 cm.
Furthermore, permeable waterproof agents are mixed in the bearing blocks, and the surfaces of the bearing blocks are provided with anticorrosion materials.
Furthermore, the diameter of the penetrating rib is 8mm, and anti-skid grains are arranged on the surface of the penetrating rib.
Further, the thickness of the waterproof layer is 2.5mm, and the sealing of the waterproof layer is 1 kilogram per cubic meter.
Furthermore, the diameter of the stirrup is 5mm, and the stirrup surrounds the surface of the tie bar.
Furthermore, the dam is made of concrete, so that the dam has extremely high hardness and better durable effect.
Furthermore, the penetrating rib is made of hot rolled steel bars, so that the penetrating rib has a high plasticity effect.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
1) in order to solve the problems that the service life of the flood bank is shortened due to the inconvenience of lifting and reinforcing the flood bank and better stability caused by the long-term immersion of the foundation in water, the bottom end face of the dam is provided with the reinforcing device, when the dam is built on the surface of the bearing block, the bearing block can carry out bearing placement on the dam, and inside the fixed block is fixed in the ground, can prevent that the bearing block from shifting, the inside distribution muscle that sets up of bearing block can make the bearing block have better intensity and difficult fracture, run through the intensity that the muscle mainly used promoted the bearing block, the fixed column mainly used is fixed to dykes and dams, the drawknot muscle that the inside setting of fixed column can promote the face of the life and the better supporting effect of receiving of fixed column, the stirrup mainly used is to tying up the drawknot muscle, make drawknot muscle non-deformable, the life who promotes dykes and dams has reached, avoid partial ground to sink and lead to the impaired beneficial effect of collapsing of dykes and dams.
2) For solving current flood control dyke and often receive the surface of water impact because of the flood control dyke face, and flood control dyke prevention effect is general, the impaired problem of flood control dyke has been leaded to, be provided with watertight fittings through dyke inside right-hand member, dyke face often receives the surface of water impact, can produce many capillary holes and small crack in the concrete setting process, make water can get into the concrete inside through the crack, and the waterproof layer can block up the capillary hole and the crack on concrete surface and seal, thereby promote water-proof effects, and the infiltration of water to the concrete inside is avoided to the barrier layer, high density polyethylene waterproof board mainly prevents the volatilization of liquid seepage and gas, also can strengthen and the effect of protection to the concrete simultaneously, the beneficial effect of promotion waterproof seepage-proofing and better protection to dykes and dams has been reached.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic front view of the structure of the present invention;
fig. 3 is a schematic front view of the reinforcing apparatus of the present invention;
FIG. 4 is a partial enlarged view of area A of the present invention;
fig. 5 is a partial enlarged view of the area B of the present invention.
In the figure: the foundation-1, the dam-2, the protective frame-3, the reinforcing device-4, the bearing block-41, the fixing block-42, the distribution rib-43, the penetrating rib-44, the binding wire-45, the fixing column-46, the tie rib-47, the stirrup-48, the anti-seepage device-5, the waterproof layer-51, the anti-seepage layer-52 and the high-density polyethylene waterproof board-53.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1, fig. 2, fig. 3, fig. 4 and fig. 5, the present invention provides a high-efficiency durable flood bank for hydraulic engineering: including ground 1, dykes and dams 2, protection frame 3, reinforcing apparatus 4 and prevention of seepage water installation 5, 1 top right side of ground is provided with dykes and dams 2, and 2 right-hand member faces of dykes and dams are provided with protection frame 3, and 2 bottom end faces of dykes and dams are provided with reinforcing apparatus 4, and 2 inside right-hand members of dykes and dams are provided with prevention of seepage water installation 5.
Wherein, reinforcing apparatus 4 comprises bearing block 41, fixed block 42, distribution muscle 43, runs through muscle 44, prick silk 45, fixed column 46, lacing bar 47 and stirrup 48, 2 bottom faces of dykes and dams are provided with bearing block 41, 41 left ends of bearing block are provided with fixed block 42, the inside distribution muscle 43 that is provided with of bearing block 41, distribution muscle 43 top is provided with and runs through muscle 44, distribution muscle 43 ties up the connection through pricking silk 45 and running through muscle 44, 41 top faces of bearing block are provided with fixed column 46, the inside lacing bar 47 that is provided with of fixed column 46, the lacing bar 47 outside is provided with stirrup 48.
The anti-seepage device 5 is composed of a waterproof layer 51, an anti-seepage layer 52 and a high-density polyethylene waterproof board 53, the waterproof layer 51 is arranged on the right end face of the dam 2, the anti-seepage layer 52 is arranged at the left end of the waterproof layer 51, and the high-density polyethylene waterproof board 53 is arranged at the left end of the anti-seepage layer 52.
The right side of the top end face of the bearing block 41 is provided with a rectangular stop block, and the thickness of the stop block is 3cm, so that the dam has a better protection effect.
The inside of the bearing block 41 is doped with a permeable waterproof agent, and the surface of the bearing block 41 is provided with an anti-corrosion material, so that the bearing block 41 has a better durable effect.
The diameter of the through rib 44 is 8mm, and the surface of the through rib 44 is provided with anti-slip lines, so that the bearing block 41 has a better use effect, and the effect of breaking and cracking of the bearing block 41 is avoided.
The thickness of the waterproof layer 51 is 2.5mm, and the sealing of the waterproof layer 51 is 1 kilogram per cubic meter, so that the waterproof layer 51 has a better waterproof effect and a better sealing effect.
The diameter of the stirrup 48 is 5mm, and the stirrup 48 surrounds the surface of the tie bar 47, so that the tie bar 47 has a better supporting effect and is not easy to deform.
The dam 2 is made of concrete, so that the dam has extremely high hardness and better durable effect.
The penetrating rib 44 is made of hot rolled steel bars, so that the penetrating rib has a high plasticity effect.
The concrete material, concrete, used in the dam 2 described in this patent refers to a general name of engineering composite materials in which aggregate is cemented into a whole by a cementing material, and the term concrete generally refers to cement concrete obtained by using cement as a cementing material and sand and stone as aggregate, which are mixed with water in a certain proportion, and is also called ordinary concrete, and it is widely used in civil engineering.
The working principle is as follows: firstly, a foundation 1 is mainly used for building a dam 2, the dam 2 is mainly used for flood control and water prevention and flood inhibition, and a protection frame 3 is mainly used for buffering impact force generated by water;
secondly, when the dam 2 is built on the surface of the bearing block 41, the bearing block 41 can bear the dam 2, the fixing block 42 is fixed inside the foundation 1 and can prevent the bearing block 41 from shifting, the distribution ribs 43 arranged inside the bearing block 41 can enable the bearing block 41 to have better strength and not to crack easily, the penetrating ribs 44 are mainly used for improving the strength of the bearing block 41, the binding wires 45 are mainly used for fixing the distribution ribs 43 and the penetrating ribs 44, so that the strength of the bearing block 41 is improved, the fixing columns 46 are mainly used for fixing the dam 2, the tie ribs 47 arranged inside the fixing columns 46 can improve the service life of the fixing columns 46 and a better supporting effect, the hoop ribs 48 are mainly used for binding the tie ribs 47, so that the tie ribs 47 are not easy to deform, the service life of the dam 2 is prolonged, and the beneficial effect that part of the dam 2 is prevented from being damaged due to sinking of the foundation 1 is avoided;
thirdly, the 2 sides of the dam are often impacted by the water surface, a plurality of capillary holes and tiny cracks can be generated in the concrete solidification process, water can enter the concrete through the cracks, the waterproof layer 51 can block and seal the capillary holes and the cracks on the surface of the concrete, the waterproof effect is improved, the impermeable layer 52 avoids water from permeating into the concrete, the high-density polyethylene waterproof board 83 mainly prevents liquid leakage and gas volatilization, meanwhile, the concrete can be strengthened and protected, and the beneficial effects of improving the waterproof performance, the impermeable performance and better protection of the dam 2 are achieved.
The basic principle and the main characteristics of the utility model and the advantages of the utility model have been shown and described above, and the utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the record of the description with the drawing, and the concrete connection mode of each part all adopts conventional means such as ripe bolt rivet among the prior art, welding, and machinery, part and equipment all adopt prior art, conventional model, and conventional connection mode in the prior art is adopted in addition to circuit connection, and the details are not repeated here.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (8)

1. The utility model provides a hydraulic engineering is with durable flood bank of high efficiency, includes ground (1), dykes and dams (2) and protection frame (3), its characterized in that still includes: reinforcing apparatus (4) and prevention of seepage water installation (5), ground (1) top right side is provided with dykes and dams (2), dykes and dams (2) right-hand member face is provided with protection frame (3), dykes and dams (2) bottom end face is provided with reinforcing apparatus (4), dykes and dams (2) inside right-hand member is provided with prevention of seepage water installation (5).
2. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: reinforcing apparatus (4) comprise bearing block (41), fixed block (42), distribution muscle (43), run through muscle (44), prick silk (45), fixed column (46), lacing muscle (47) and stirrup (48), dykes and dams (2) bottom face is provided with bearing block (41), bearing block (41) left end is provided with fixed block (42), bearing block (41) inside is provided with distribution muscle (43), distribution muscle (43) top is provided with and runs through muscle (44), distribution muscle (43) are tied up through pricking silk (45) and running through muscle (44) and are connected, bearing block (41) top face is provided with fixed column (46), fixed column (46) inside is provided with lacing muscle (47), lacing muscle (47) outside is provided with stirrup (48).
3. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the seepage-proof device (5) comprises a waterproof layer (51), a seepage-proof layer (52) and a high-density polyethylene waterproof board (53), the right end face of the dam (2) is provided with the waterproof layer (51), the left end of the waterproof layer (51) is provided with the seepage-proof layer (52), and the left end of the seepage-proof layer (52) is provided with the high-density polyethylene waterproof board (53).
4. The efficient durable flood bank for the hydraulic engineering according to claim 2, wherein: the right side of the top end face of the bearing block (41) is provided with a rectangular stop block, and the thickness of the stop block is 3 cm.
5. The efficient durable flood bank for the hydraulic engineering according to claim 2, wherein: permeable waterproof agents are mixed in the bearing blocks (41), and an anti-corrosion layer is arranged on the surface of each bearing block (41).
6. The efficient durable flood bank for the hydraulic engineering according to claim 2, wherein: the diameter of the penetrating rib (44) is 8mm, and anti-skid grains are arranged on the surface of the penetrating rib (44).
7. The efficient durable flood bank for the hydraulic engineering according to claim 3, wherein: the thickness of the waterproof layer (51) is 2.5mm, and the sealing of the waterproof layer (51) is 1 kilogram per cubic meter.
8. The efficient durable flood bank for the hydraulic engineering according to claim 2, wherein: the diameter of the stirrup (48) is 5mm, and the stirrup (48) surrounds the surface of the tie bar (47).
CN202022210115.7U 2020-09-30 2020-09-30 Hydraulic engineering is with high-efficient durable flood bank Expired - Fee Related CN213389978U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022210115.7U CN213389978U (en) 2020-09-30 2020-09-30 Hydraulic engineering is with high-efficient durable flood bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022210115.7U CN213389978U (en) 2020-09-30 2020-09-30 Hydraulic engineering is with high-efficient durable flood bank

Publications (1)

Publication Number Publication Date
CN213389978U true CN213389978U (en) 2021-06-08

Family

ID=76185080

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022210115.7U Expired - Fee Related CN213389978U (en) 2020-09-30 2020-09-30 Hydraulic engineering is with high-efficient durable flood bank

Country Status (1)

Country Link
CN (1) CN213389978U (en)

Similar Documents

Publication Publication Date Title
CN1837511B (en) Double-rowed cofferdam and method for manufacturing the same
CN208309312U (en) Reinforced earth retaining wall embankment drainage system
CN210975741U (en) Reinforced structure of earth and rockfill dam
CN103205951A (en) Sludge-type soil combined secondary dike-back pressure diking method
CN111472326A (en) A method and structure for building a gravity dam on a deep overburden
CN213389978U (en) Hydraulic engineering is with high-efficient durable flood bank
CN107761668B (en) Coastal shore reservoir land-building type revetment structure and construction method thereof
CN104963323A (en) Scour-preventing groove for chain precast block protective surface
CN212077787U (en) Water conservancy and hydropower engineering bank wall
CN207794060U (en) A kind of Ecotype Concrete support pile
CN207211073U (en) A river anti-scour foot protector
CN211080123U (en) Ecological bank slope protection device in river lake
CN215252686U (en) Construction structure of earth-rock dam on deep silt layer
CN215052643U (en) Check dam with net formwork combined with net formwork box body
CN212248304U (en) Flow-guiding cofferdam for urban comprehensive pipe gallery passing through wider water-passing river channel
CN202466518U (en) Back pressure structure of soft soil foundation dam
CN210341824U (en) Reinforced structure of energy dissipation anti-impact facility under gate
CN113216095A (en) Silt dam stacked by arsenic sandstone modules and construction method thereof
CN221297745U (en) Protection structure for dam
CN207714258U (en) Dike structure suitable for muck foundation
CN219157692U (en) Combined occluding pile structure
CN112267429B (en) A construction method for leak plugging and repairing of embankment dam body breach
CN221218701U (en) Reservoir bank seepage prevention structure
CN218843003U (en) Environment-friendly ocean shore protection solidified soil anti-scouring protection structure
CN209854672U (en) Water conservancy flood control dam 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: 20210608