CN200996149Y - Irrigation-engineering structural component - Google Patents
Irrigation-engineering structural component Download PDFInfo
- Publication number
- CN200996149Y CN200996149Y CN 200720001028 CN200720001028U CN200996149Y CN 200996149 Y CN200996149 Y CN 200996149Y CN 200720001028 CN200720001028 CN 200720001028 CN 200720001028 U CN200720001028 U CN 200720001028U CN 200996149 Y CN200996149 Y CN 200996149Y
- Authority
- CN
- China
- Prior art keywords
- pile
- hydraulic engineering
- main member
- end member
- engineering component
- 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
Links
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000005755 formation reaction Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 230000000149 penetrating Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 125000001145 hydrido group Chemical group *[H] 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011031 large scale production Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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Abstract
A hydraulic engineering member is characterized in that the hydraulic engineering member comprises a primary member, a bottom member and piles; through pile holes are provided from the top surface to the bottom surface of the primary member and the bottom member; the primary member and the bottom member form a wall having pile holes in the middle by means of joggling and laying; the piles are inserted in the pile holes.
Description
Technical field
The utility model relates to a kind of hydraulic engineering component.
Background technology
Embankment in the hydraulic engineering is built a dam, reclaims land from the sea, reclaims fields from the sea and engineering construction such as retaining wall, wave wall, general adopt a large amount of building stones of throwing on the beach on seashore, river or eyot, form with stone masonry panel structure on this basis then, or take earlier to dam, form with steel bar concrete casting.Thereby preceding kind of method existence construction is lack of standardization, and the engineering cost consumption is big, and engineering time is long, can not wash away by wave resistance, whole adhesion is strong, building stones are wasted shortcomings such as serious, and the latter can only be applicable to the great system of engineering, general hydraulic engineering just seems, and expense is higher, and is consuming time longer.
The utility model content
The purpose of this utility model is the shortcoming that overcomes above-mentioned conventional art, and a kind of simple and practical, material economy, respond well hydraulic engineering component are provided.
The utility model is achieved in that
A kind of hydraulic engineering component comprises main member, end member and pile; Main member and end member are equipped with penetrating stake hole from last end face to bottom surface; The middle body of wall that has the pile hole of formation is piled up in main member, the mutual interlock of end member, and pile inserts in the pile hole.
Main member and end member can be " Z " type, and both wings are high outside and low outside inclined-plane, are arching arc above, are imploded arcs below, the interlock mutually of arching arc and imploded arcs.
The both sides of main member and end member all can be provided with spinous process.
The cross section of main member can be rectangle.
The top, cross section of end member can be rectangle, and it is trapezoidal that the lower part can be.
Each main member, end member can all have two stake holes.
Pile can be acerate quadrangular.
When construction of hydro project, when particularly embankment is built a dam, can be placed on the bottom of dykes and dams, and, on end member, pile up main member again with the mutual interlock in the inclined-plane of both wings with end member, allow imploded arcs and the mutual interlock of the arching arc above the end member below the main member; The mutual interlock of imploded arcs below arching arc above lower floor's main member and the upper strata main member, so promptly formed the body of wall of dykes and dams, because member stake hole, the end and main member stake hole, main member stake hole, upper strata and lower floor's main member stake hole corresponding perforation mutually, and form the pile hole to insert pile, insert pile in the pile hole and go deep into ground, reinforced the intensity of dykes and dams, so promptly finished the engineering that embankment is built a dam.Owing to adopt prefabricated member to finish engineering, can standard construction, can save the engineering time again, if large-scale production, cost also can reduce.
Description of drawings
Fig. 1 is a main member schematic diagram of the present utility model
Fig. 2 is a end of the present utility model member schematic diagram
Fig. 3 is a pile schematic diagram of the present utility model
Fig. 4 is the A-A sectional view of Fig. 1
Fig. 5 is the B-B sectional view of Fig. 2
Fig. 6 is the dykes and dams schematic diagram that the member that utilizes the utility model to provide builds up
Be described further below in conjunction with accompanying drawing
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, a kind of hydraulic engineering comprises main member, end member and pile; Main member and end member are equipped with penetrating stake hole 1 from last end face to bottom surface; The middle body of wall that has a hole of formation is piled up in main member, the mutual interlock of end member, and pile inserts in the pile hole.Main member and end member all are " Z " type, and both wings are high outside and low outside inclined-plane 3, are arching arc 2 above, are imploded arcs 4 below, arching arc 2 and imploded arcs 4 interlock mutually.The both sides of main member and end member are equipped with spinous process 5, can conveniently lift, and also can offset the impact force of a part of surge.As shown in Figure 4, the cross section of main member is rectangle.As shown in Figure 5, the top, cross section of end member is rectangle, the lower part is trapezoidal, has increased the lifting surface area of dykes and dams, has improved the resistance to overturning of engineering.Each main member, end member all have two stake holes.Pile is acerate quadrangular.
According to the desired height of hydraulic engineering dyke bridge wall, the wide end and crooked situation, the environment of construction and requirement, prefabricated units and pile.Earlier with pile by certain equidistant beat plant fixing, and can throw in building stones through route in pile institute and reinforce substrate, again with end member, main component hangs installation layer by layer, hang connection stake stake hole, hole with pile, make between the main member, between main member and the end member under the connection of pile mutually interlock connect, promptly form the body of wall that as shown in Figure 6 middle pile hole is inserted with pile, finish the embankment of hydraulic engineering and build a dam.
Claims (7)
1. a hydraulic engineering component is characterized in that, it comprises main member, end member and pile; Main member and end member are equipped with penetrating stake hole from last end face to bottom surface; The middle body of wall that has the pile hole of formation is piled up in main member, the mutual interlock of end member, and pile inserts in the pile hole.
2. hydraulic engineering component as claimed in claim 1 is characterized in that, main member and end member all are " Z " type, and both wings are high outside and low outside inclined-plane, are arching arc above, are imploded arcs below, the interlock mutually of arching arc and imploded arcs.
3. hydraulic engineering component according to claim 1 is characterized in that all there is spinous process the both sides of main member and end member.
4. hydraulic engineering component as claimed in claim 1 is characterized in that the cross section of main member is rectangle.
5, hydraulic engineering component as claimed in claim 1 is characterized in that the top, cross section of end member is rectangle, and it is trapezoidal that the lower part is.
6, hydraulic engineering component as claimed in claim 1 is characterized in that each main member, end member all have two stake holes.
7, hydraulic engineering component as claimed in claim 1 is characterized in that pile is acerate quadrangular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200720001028 CN200996149Y (en) | 2007-01-17 | 2007-01-17 | Irrigation-engineering structural component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200720001028 CN200996149Y (en) | 2007-01-17 | 2007-01-17 | Irrigation-engineering structural component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200996149Y true CN200996149Y (en) | 2007-12-26 |
Family
ID=38994578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200720001028 Expired - Fee Related CN200996149Y (en) | 2007-01-17 | 2007-01-17 | Irrigation-engineering structural component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200996149Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775396A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Dike dam slope enclosure brick |
| CN105780725A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Overwater embankment building method |
| 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 |
-
2007
- 2007-01-17 CN CN 200720001028 patent/CN200996149Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775396A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Dike dam slope enclosure brick |
| CN105780725A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Overwater embankment building method |
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071226 Termination date: 20100220 |