CN102767158A - Flood protective dam and framework thereof - Google Patents
Flood protective dam and framework thereof Download PDFInfo
- Publication number
- CN102767158A CN102767158A CN2012102901450A CN201210290145A CN102767158A CN 102767158 A CN102767158 A CN 102767158A CN 2012102901450 A CN2012102901450 A CN 2012102901450A CN 201210290145 A CN201210290145 A CN 201210290145A CN 102767158 A CN102767158 A CN 102767158A
- Authority
- CN
- China
- Prior art keywords
- connecting frame
- dam
- frames
- group
- frame
- 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.)
- Pending
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The invention discloses a flood protective dam and a framework thereof. The flood protective dam comprises the framework which is composed of more than two parallelly arranged support frames, one group of meshy connecting frames is arranged on each side of each two adjacent support frames, each group of connecting frames comprises more than two connecting frames, two adjacent connecting frames of each group of connecting frames are rotatablely assembled at side positions, two connecting frames at the edge of each group of connecting frames are rotatablely assembled with corresponding support frames, and square space defined by adjacent support frames and two groups of connecting frames on two sides of the adjacent support frames is filled with a sandy soil layer or a gravel layer.
Description
Technical field
The present invention relates to a kind of hydraulic engineering, relate in particular to a kind of flood control and build a dam, simultaneously, the invention still further relates to the skeleton that this flood control is built a dam.
Background technology
China is vast in territory, and the region is vast, and weather conditions are various.Flood has a seasonality substantially, but reaches regional skewness per year, also has sudden.Even the normal time, in the recurrent area of some floods, defence can not be ignored; For accidental floodplain, defence seems even more important.So the facilities and equipment of flood control needs preparation throughout the year, the dykes and dams technology of flood control and various emergent equipment equipment are all indispensable to long-term flood control and emergent flood control.
China is a flood prone areas.Normally before flood arrives in some reservoirs, river course, irrigation canals and ditches and low lying areas, adopt the mixed earth of reinforcing bar, masonry, sandbag etc. material reinforced, increase or construct nonvolatil flood control embankment again; Construct dykes and dams in the low lying areas that flood possibly spread unchecked and stop flood, reduce the harm of flood people's lives and properties etc.The flood control mode of current employing mainly contains the flood control dam that materials such as the steel concrete that can use for a long time, masonry, the earthwork are built into, to stop flood or the changed course of guiding flood.These dam bodys want segmentation to be built into section gravity dam triangular in shape usually, rely on the deadweight of dam material and the structural capacity of dam body form generation to play the effect that stops flood.Reinforcing bar mixes the earth dykes and dams and need make the dam foundation that is complementary with it, arrange that reinforcing bar, cement paste casting then form in the construction.Sandbag, earth dam then directly form on base the building of existing ground.This type dykes and dams build the mode of building a dam that the mode of building is a kind of labor-intensive, high-technology condition, high cost.Construction requires high to site environment, need the tight personnel and the tissue of various materials.Technical condition are harsh, and technological process is complicated.Usually also need the water source in the construction, in the desert, some water-deficient areas such as Plain, wilderness, mountain area are difficult to carry out.Thereby construction is difficult, input is many, long in time limit, cost is high.Earth dam, sandbag dam are then mainly adopted in interim flood control.Such material constitutes dam body, does not have adhesion between the unit, and poor stability is easy to cause and breaches a dyke, and loses flood control function.Still interim flood control mode for a long time no matter, dykes and dams etc. just can not reclaim in case form, and cause the build a dam loss of expense of great number; Also can cause permanent discarded object, form the natural landscape on ground such as nature protection area, grassland or the permanent damage of landforms, the adverse environment protection.
Summary of the invention
The purpose of this invention is to provide a kind of reliable flood control and build a dam,, be easy to cause and breach a dyke to solve earth dam, sandbag dam poor stability in the prior art; The dykes and dams of concrete structure are in case completion just can't be moved more unrenewable problem.
To achieve these goals; Flood control of the present invention is built a dam and adopted following technical scheme: a kind of flood control is built a dam; Comprise skeleton, said skeleton comprises the plural support frame that laterally arranges, and the both sides of per two adjacent support frames are respectively arranged with the connecting frame of a networking shape; Include plural connecting frame in every group of connecting frame; Two adjacent in every group of connecting frame connecting frames rotate assembling in side edge, and two connecting frames that are in the edge in every group of connecting frame rotate assembling with corresponding support frame respectively, fill out in the square space that two groups of connecting frames of adjacent support frame and its both sides surround and are provided with sandy soil layer or sand stone layer.
Said support frame and connecting frame are laid with flexible fabric on the side of square space.
Said flexible fabric is a RIPSTOP.
Said connecting frame includes the square steel framework in the outside, and square steel framework is formed by a steel pipe bending, and the head and the tail two ends of steel pipe weld together, and square steel framework interior welds is fixed with gauze wire cloth, and four limits of gauze wire cloth are separately fixed on four limits of square steel framework.
Every group of connecting frame comprises the connecting frame of two length and width size correspondent equals.
The skeleton that flood control of the present invention is built a dam adopts following technical scheme:
The skeleton that a kind of flood control is built a dam; Said skeleton comprises the plural support frame that laterally arranges; The both sides of per two adjacent support frames are respectively arranged with the connecting frame of a networking shape; Include plural connecting frame in every group of connecting frame; Two adjacent in every group of connecting frame connecting frames rotate assembling in side edge, and two connecting frames that are in the edge in every group of connecting frame rotate assembling with corresponding support frame respectively, and two groups of connecting frames of adjacent support frame and its both sides surround square space.
Said support frame and connecting frame are laid with flexible fabric on the side of square space.
Said flexible fabric is a RIPSTOP.
Said connecting frame includes the square steel framework in the outside, and square steel framework is formed by a steel pipe bending, and the head and the tail two ends of steel pipe weld together, and square steel framework interior welds is fixed with gauze wire cloth, and four limits of gauze wire cloth are separately fixed on four limits of square steel framework.
Every group of connecting frame comprises the connecting frame of two length and width size correspondent equals.
The a series of support frame of skeleton of the present invention is arranged in parallel; Has the connecting frame that each framework is coupled together one by one in the both sides of support frame; Support frame and connecting frame form a kind of long dam shape structure together; Adjacent two support frames form a square space with between the two two groups of connecting frames, in each square space, fill out sand stone layer and have just formed a solid dam body.This dam body can be used for stopping flood or to the flood channeling conduct, to play the effect of flood control.Because the sandstone layer is arranged in the space that is made up of connecting frame and support frame, connecting frame and support frame can make the sand stone layer maintenance as a whole, can be as earth dam and sandbag dam easy collapsing.And; Rotate assembling between the connecting frame of the present invention and between connecting frame and the support frame, when needs are removed dam body, can earlier sand stone layer be cleared out; Then connecting frame and support frame are dismantled one by one; Connecting frame of dismantling and support frame can be recycled, and the sandstone in the sand stone layer belong to the nature thing, can not pollute environment.
Skeleton of the present invention by a series of support frame and connecting frame form, can be in factory integrated production, be transported to assembled on site then and become dam body to get final product; Produce quick; Convenient transportation can pack into the container support frame and connecting frame, promptly practicable container highway, railway, water route transportation; Realize containerization transportation and carrying, the vehicle transport of also can directly packing into.
Also can a support frame and four connecting frames be formed an elementary cell, fold up in the connecting frame junction, like this, transportation that can be convenient, thereby more help the assembling of dam body.
Be can not damage under the support frame normal condition of dam body of the present invention, infringement only can occur on the connecting frame.If damaging appears in connecting frame, single replacing connecting frame gets final product, and easy to maintenance, maintenance cost is relatively low.
Support frame of the present invention and connecting frame are laid with flexible fabric on the side of square space; Connecting frame and connecting frame combine the back to form dam body with the cell that flexible fabric constitutes with sandy soil; The internal friction power of sandy soil can produce very big resistance, and whole dam body is resisted very capable that flood impacts.
Description of drawings
Fig. 1 is the structural representation of the embodiment that builds a dam of flood control of the present invention;
Fig. 2 is the structural representation of a unit of the embodiment of the flood control of the present invention skeleton of building a dam;
Fig. 3 is the structural representation of the connecting frame among Fig. 2.
The specific embodiment
The embodiment that a kind of flood control is built a dam is at Fig. 1, in conjunction with Fig. 2 and Fig. 3; The skeleton that this flood control is built a dam is made up of with connecting frame 2 a series of support frame 1, and support frame 1 all laterally arranges, and is provided with two groups of connecting frames between two adjacent support frames 1; Wherein one group of connecting frame is arranged on a side of support frame 1; Another group connecting frame is arranged on the opposite side of support frame 1, has the length and width size correspondent equal of 2, two connecting frames 2 of two connecting frames in every group of connecting frame.Two connecting frames 2 rotate each other in a side and are assembled together, and an other side of two connecting frames 2 is rotated assembling with corresponding two adjacent support frames 1 respectively.Such two groups of connecting frames just have been connected in two adjacent support frames 1 together, and per two adjacent support frames 1 and four connecting frames 2 that they link up have been surrounded a square space, in all square spaces, all fill out and are provided with sand stone layer 3.Sand stone layer 3 is all filled up the formation dam body with each square space.
On the side of square space, all be laid with RIPSTOP at support frame 1 and connecting frame 2; One side of RIPSTOP contacts with support frame 1 or connecting frame 2; Opposite side contacts with sand stone layer 3, make between support frame 1 and connecting frame 2 and the sand stone layer 3 combine tightr.
The support frame here is identical with the overall structure of connecting frame, and housing all is the square steel framework that is formed by the bending of steel pipe, in the set inside of square steel framework 4 gauze wire cloth 5 is arranged, and four limits of gauze wire cloth 5 are welded on respectively on four limits of square steel framework.
Support frame in the present embodiment is identical with the structure of connecting frame; Certainly; Support frame also can be other structures, such as, its outside can have the square steel framework of said structure; Between two right limits of square steel framework, the steel pipe that is parallel to each other is set, the two ends of each steel pipe are separately fixed on the square steel framework two opposite edges.
Flexible fabric in the present embodiment is a RIPSTOP, also can be the fabric of other high strength fibres, like the fabric of PPTA.
The length and width size correspondent equal of two connecting frames in the present embodiment in one group of connecting frame can certainly be unequal.
Wait in use, support frame and the connecting frame with plant produced is transported to the scene earlier, assembles, and in the square space that support frame and connecting frame surround, inserts sandstone and tamping gets final product.
Filling out what establish in the square space that support frame in the present embodiment and connecting frame surround is sand stone layer, also can be the sand layer.
The embodiment of the skeleton that a kind of flood control is built a dam, in Fig. 2 and Fig. 3, the skeleton in the present embodiment is the skeleton among the embodiment that above-mentioned flood control builds a dam, and both structures are identical.Skeleton in the present embodiment also is made up of with connecting frame 2 a series of support frame 1; Support frame 1 all laterally arranges; Be provided with two groups of connecting frames between two adjacent support frames 1, wherein one group of connecting frame is arranged on a side of support frame 1, and another group connecting frame is arranged on the opposite side of support frame 1; The length and width size correspondent equal that has 2, two connecting frames 2 of two connecting frames in every group of connecting frame.Two connecting frames 2 rotate each other in a side and are assembled together, and an other side of two connecting frames 2 is rotated assembling with corresponding two adjacent support frames 1 respectively.Such two groups of connecting frames just have been connected in two adjacent support frames 1 together, and per two adjacent support frames 1 and four connecting frames 2 that they link up have just been surrounded a square space.
On the side of square space, all be laid with RIPSTOP at support frame and connecting frame.
The support frame here is identical with the overall structure of connecting frame, and housing all is the square steel framework that is formed by the bending of steel pipe, in the set inside of square steel framework 4 gauze wire cloth 5 is arranged, and four limits of gauze wire cloth 5 are welded on respectively on four limits of square steel framework.
Support frame in the present embodiment is identical with the structure of connecting frame; Certainly; Support frame also can be other structures, such as, its outside can have the square steel framework of said structure; Between two right limits of square steel framework, the steel pipe that is parallel to each other is set, the two ends of each steel pipe are separately fixed on the square steel framework two opposite edges.
Flexible fabric in the present embodiment is a RIPSTOP, also can be the fabric of other high strength fibres, like the fabric of PPTA.
The length and width size correspondent equal of two connecting frames in the present embodiment in one group of connecting frame can certainly be unequal.
Claims (10)
1. a flood control is built a dam; It is characterized in that: comprise skeleton; Said skeleton comprises the plural support frame that laterally arranges; The both sides of per two adjacent support frames are respectively arranged with the connecting frame of a networking shape, include plural connecting frame in every group of connecting frame, and two adjacent connecting frames rotate assembling in side edge in every group of connecting frame; Two connecting frames that are in the edge in every group of connecting frame rotate assembling with corresponding support frame respectively, fill out in the square space that two groups of connecting frames of adjacent support frame and its both sides surround and are provided with sandy soil layer or sand stone layer.
2. flood control according to claim 1 is built a dam, and it is characterized in that: said support frame and connecting frame are laid with flexible fabric on the side of square space.
3. flood control according to claim 2 is built a dam, and it is characterized in that: said flexible fabric is a RIPSTOP.
4. build a dam according to claim 1 or 2 or 3 described flood controls; It is characterized in that: said connecting frame includes the square steel framework in the outside; Square steel framework is formed by a steel pipe bending; The head and the tail two ends of steel pipe weld together, and square steel framework interior welds is fixed with gauze wire cloth, and four limits of gauze wire cloth are separately fixed on four limits of square steel framework.
5. flood control according to claim 4 is built a dam, and it is characterized in that: every group of connecting frame comprises the connecting frame of two length and width size correspondent equals.
6. skeleton that flood control is built a dam; It is characterized in that: said skeleton comprises the plural support frame that laterally arranges; The both sides of per two adjacent support frames are respectively arranged with the connecting frame of a networking shape; Include plural connecting frame in every group of connecting frame; Two adjacent in every group of connecting frame connecting frames rotate assembling in side edge, and two connecting frames that are in the edge in every group of connecting frame rotate assembling with corresponding support frame respectively, and two groups of connecting frames of adjacent support frame and its both sides surround square space.
7. the skeleton that flood control according to claim 6 is built a dam is characterized in that: said support frame and connecting frame are laid with flexible fabric on the side of square space.
8. the skeleton that flood control according to claim 7 is built a dam is characterized in that: said flexible fabric is a RIPSTOP.
9. the skeleton of building a dam according to claim 6 or 7 or 8 described flood controls; It is characterized in that: said connecting frame includes the square steel framework in the outside; Square steel framework is formed by a steel pipe bending; The head and the tail two ends of steel pipe weld together, and square steel framework interior welds is fixed with gauze wire cloth, and four limits of gauze wire cloth are separately fixed on four limits of square steel framework.
10. the skeleton that flood control according to claim 9 is built a dam is characterized in that: every group of connecting frame comprises the connecting frame of two length and width size correspondent equals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102901450A CN102767158A (en) | 2012-08-15 | 2012-08-15 | Flood protective dam and framework thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102901450A CN102767158A (en) | 2012-08-15 | 2012-08-15 | Flood protective dam and framework thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102767158A true CN102767158A (en) | 2012-11-07 |
Family
ID=47094709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012102901450A Pending CN102767158A (en) | 2012-08-15 | 2012-08-15 | Flood protective dam and framework thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102767158A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114555A (en) * | 2013-02-05 | 2013-05-22 | 新乡克瑞重型机械科技股份有限公司 | Reusable flood protection dam and framework thereof |
| CN103981835A (en) * | 2013-02-08 | 2014-08-13 | 汉斯·J·谢尔 | Submarine construction for tsunami and flooding protection, for tidal energy and energy storage, and for fish farming |
| CN105648981A (en) * | 2016-01-04 | 2016-06-08 | 安徽理工大学 | Steel reinforcement cage used for flood fighting and emergency rescues |
| CN106638468A (en) * | 2017-02-14 | 2017-05-10 | 中国水利水电科学研究院 | Assembled type flood control sub-dam interlocking bag and assembling and disassembling method thereof |
| CN106702958A (en) * | 2015-11-17 | 2017-05-24 | 翟鼎文 | Water blocking and wind preventing movable dyke convenient to use |
| CN107780383A (en) * | 2016-08-31 | 2018-03-09 | 佛山市鹏洋商贸有限公司 | One kind flood control leader small dike |
| CN108316240A (en) * | 2018-03-22 | 2018-07-24 | 自贡市金土地科技有限公司 | A kind of component that can quickly form disaster relief dike |
| CN110453643A (en) * | 2019-09-11 | 2019-11-15 | 青岛直升机航空有限公司 | The plugging device of dike breach is blocked using natural water energy |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201310092Y (en) * | 2008-10-16 | 2009-09-16 | Betafence金属制品(天津)有限公司 | Gabion box |
-
2012
- 2012-08-15 CN CN2012102901450A patent/CN102767158A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201310092Y (en) * | 2008-10-16 | 2009-09-16 | Betafence金属制品(天津)有限公司 | Gabion box |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114555A (en) * | 2013-02-05 | 2013-05-22 | 新乡克瑞重型机械科技股份有限公司 | Reusable flood protection dam and framework thereof |
| CN103981835A (en) * | 2013-02-08 | 2014-08-13 | 汉斯·J·谢尔 | Submarine construction for tsunami and flooding protection, for tidal energy and energy storage, and for fish farming |
| CN106702958A (en) * | 2015-11-17 | 2017-05-24 | 翟鼎文 | Water blocking and wind preventing movable dyke convenient to use |
| CN105648981A (en) * | 2016-01-04 | 2016-06-08 | 安徽理工大学 | Steel reinforcement cage used for flood fighting and emergency rescues |
| CN107780383A (en) * | 2016-08-31 | 2018-03-09 | 佛山市鹏洋商贸有限公司 | One kind flood control leader small dike |
| CN106638468A (en) * | 2017-02-14 | 2017-05-10 | 中国水利水电科学研究院 | Assembled type flood control sub-dam interlocking bag and assembling and disassembling method thereof |
| CN108316240A (en) * | 2018-03-22 | 2018-07-24 | 自贡市金土地科技有限公司 | A kind of component that can quickly form disaster relief dike |
| CN110453643A (en) * | 2019-09-11 | 2019-11-15 | 青岛直升机航空有限公司 | The plugging device of dike breach is blocked using natural water energy |
| CN110453643B (en) * | 2019-09-11 | 2024-03-05 | 青岛直升机航空有限公司 | Plugging device for plugging dike breach by using natural water energy |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102767158A (en) | Flood protective dam and framework thereof | |
| CN102900088B (en) | Cast-in-place ecological slope protection and construction method thereof | |
| CN203498799U (en) | Prefabricated hollow pipe pile water-facing envelop enclosure | |
| CN102852159B (en) | Construction method of retaining wall | |
| CN208844415U (en) | For changing the aqueduct of the flow direction in the river above piping lane to be onstructed | |
| CN104328766A (en) | Ecological stone cage net box retaining wall and construction method | |
| CN210216298U (en) | Combined type trench flood control wall | |
| CN105220654A (en) | Earth and rockfill dam reinforcing structure and construction method thereof | |
| JP2015048619A (en) | Revetment slope protection structural body and revetment construction method using the same | |
| CN105625441B (en) | The ecological revetment and construction method of a kind of drainage type network | |
| CN213805480U (en) | Gabion retaining wall | |
| CN102900087B (en) | Slope protection mold for cast-in-place ecological slope protection | |
| CN206173886U (en) | Stone cage net protects ecological embankment | |
| CN103074886A (en) | Grouted geogrid | |
| CN202730711U (en) | Anti-flood dam and framework thereof | |
| CN203096687U (en) | Flood prevention damming capable of being used repeatedly and framework thereof | |
| CN103114555B (en) | The flood protection dam that can reuse and skeleton thereof | |
| CN207794060U (en) | A kind of Ecotype Concrete support pile | |
| CN202064318U (en) | Cage body | |
| JP2013217052A (en) | Revetment slope protection structure and revetment construction method using the structure | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure | |
| CN103882834A (en) | Ash dam upstream fitting-slope seepage draining structure | |
| CN204174577U (en) | The combined type blockwork of hydraulic engineering | |
| CN204753494U (en) | Modular device blocks water | |
| CN209194573U (en) | A kind of plain type slag body barricade |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Fu Jinting Inventor after: Tian Shichang Inventor before: Fu Jinting |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: FU JINTING TO: FU JINTING TIAN SHICHANG |
|
| ASS | Succession or assignment of patent right |
Owner name: BEIJING KERUI ANBANG TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY CO., LTD. Effective date: 20141229 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 453400 XINXIANG, HENAN PROVINCE TO: 100000 SHIJINGSHAN, BEIJING |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20141229 Address after: 100000, No. 8, building 30, Shijingshan District Hing Street, Beijing Applicant after: Beijing Kerui Anbang Technology Co., Ltd. Address before: The western part of Changyuan County, Xinxiang City People's road 453400 in Henan Province Applicant before: Xinxiang Kerui Heavy Machinery Technology Co., Ltd. |
|
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20121107 |