CN2412925Y - Dike-closing and dam-building member for irrigation works - Google Patents
Dike-closing and dam-building member for irrigation works Download PDFInfo
- Publication number
- CN2412925Y CN2412925Y CN 00227337 CN00227337U CN2412925Y CN 2412925 Y CN2412925 Y CN 2412925Y CN 00227337 CN00227337 CN 00227337 CN 00227337 U CN00227337 U CN 00227337U CN 2412925 Y CN2412925 Y CN 2412925Y
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- stake
- hole
- dam
- building
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Abstract
The utility model relates to a dike-closing and dam-building member for irrigation work, which is composed of a main body member, a bottom member and a stake pole. The main body member and both sides of the bottom member are uniformly provided with a stake hole, the main body member and the bottom member are mutually engaged, heaped and built up to form a wall body with the stake pole hole, and the stake pole is inserted into the stake pole hole. When the dike-closing and dam-building are conducted, the bottom member is arranged at the bottom of a dyke, inclined surfaces of two wings are used for mutually engaging, a main member is pushed and built on the bottom member, and a cove curve arc at the upper surface of the main member of the lower layer is at the lower surface of the main member of the upper layer. So, namely, the wall body of the dyke is formed. Because the bottom member stake hole and the main member stake hole and the stake hole of the main member of the upper layer and the stake hole of the main member of the lower layer are mutually and correspondingly communicated, the stake pole hole capable of being inserted by the stake pole is formed, the stake pole is inserted into the stake pole hole and is penetrated into a foundation, and dyke intensity is reinforced. So, namely, dike-closing and dam-building project is completed. Because pre-manufactured members are used for completing the project, construction can be standard, and construction time can be saved. If large scale production is conducted, cost can also be reduced.
Description
The utility model belongs to building class article, relates in particular to a kind of water conservancy embankment member of building a dam.
At present, the water conservancy embankment is built a dam, and reclaims land from the sea, reclaim fields from the sea and retaining wall, engineering constructions such as wave wall mostly 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.Shortcomings such as thereby preceding kind of method exist construction lack of standardization, and the engineering cost consumption is big, and engineering time is long, can not wash away by wave resistance, and whole adhesion is not strong, 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 purpose of this utility model is exactly the shortcoming that will overcome above-mentioned conventional art, and a kind of water conservancy embankment member of building a dam is provided.
The water conservancy embankment member of building a dam, it is characterized in that forming by main component, end member and pile, all there is a hole both sides of main component and end member, and the body of wall that formation has the pile hole is piled up in main component, the mutual interlock of end member, and pile inserts in the pile hole.
Main component and end member all are " second " 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.
All there is spinous process the both sides of main component and end member.
The cross section of main component is rectangle.
The lower part that is rectangle, the top, cross section of end member is trapezoidal.
Because design feature of the present utility model, when embankment is built a dam, be placed on bottom the dykes and dams with end member, and, on end member, pile up main member again with the mutual interlock in the inclined-plane of both wings, 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, again can the saving construction time, if large-scale production, cost also can reduce.
Fig. 1 is a main component schematic diagram of the present utility model;
Fig. 2 is a end of the present utility model body 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.
Below in conjunction with description of drawings.
As shown in the figure, the 1st, a hole, the 2nd, arching arc, the 3rd, high outside and low outside inclined-plane, the 4th, imploded arcs, the 5th, spinous process.
As Fig. 1, Fig. 2, shown in Figure 3, the water conservancy embankment member of building a dam is made up of main component, end member and pile, and all there is a hole both sides of main component and end member, the body of wall that formation has the pile hole is piled up in main component, the mutual interlock of end member, and pile inserts in the pile hole.
Main component and end member all are " second " 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.
All there is spinous process the both sides of main component and end member.The spinous process of main component and main member both sides can conveniently lift, and also can offset the impact force of a part of surge.
As shown in Figure 4, main component structure cross section is rectangle.
As shown in Figure 5, the lower part that is rectangle, the top, cross section of end member is trapezoidal.Lower part trapezoidal increased the lifting surface area of dykes and dams, improved the resistance to overturning of engineering.
The utility model is according to the desired height of 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 hole with pile, make between the main component, between main component and the end member under the connection of pile mutually interlock connect, promptly finish water conservancy embankment damming works, as shown in Figure 6.
Claims (5)
1, the water conservancy embankment member of building a dam, it is characterized in that forming by main component, end member and pile, all there is a hole both sides of main component and end member, and the body of wall that formation has the pile hole is piled up in main component, the mutual interlock of end member, and pile inserts in the pile hole.
2, the water conservancy embankment member of building a dam according to claim 1 is characterized in that main component and end member all are " second " 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, the water conservancy embankment member of building a dam according to claim 1 is characterized in that all there is spinous process the both sides of main component and end member.
4, the water conservancy embankment member of building a dam according to claim 1 is characterized in that the cross section of main component is rectangle.
5, the water conservancy embankment member of building a dam according to claim 1, the top, cross section that it is characterized in that the end member lower part that is rectangle is trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00227337 CN2412925Y (en) | 2000-01-31 | 2000-01-31 | Dike-closing and dam-building member for irrigation works |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00227337 CN2412925Y (en) | 2000-01-31 | 2000-01-31 | Dike-closing and dam-building member for irrigation works |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2412925Y true CN2412925Y (en) | 2001-01-03 |
Family
ID=33590997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00227337 Expired - Fee Related CN2412925Y (en) | 2000-01-31 | 2000-01-31 | Dike-closing and dam-building member for irrigation works |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2412925Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469765A (en) * | 2013-09-18 | 2013-12-25 | 上海新纺织产业用品有限公司 | Ecological slope protection unit and ecological slope protection structure formed by same |
| CN104314044A (en) * | 2014-08-22 | 2015-01-28 | 胡伟 | Dam body structure formed by combining and fixing wall blocks and piles |
| CN105780726A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Brick and method for building dam on water with bricks |
| WO2018138001A1 (en) * | 2017-01-27 | 2018-08-02 | Thyssenkrupp Infrastructure Gmbh | Emergency dam beam |
-
2000
- 2000-01-31 CN CN 00227337 patent/CN2412925Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469765A (en) * | 2013-09-18 | 2013-12-25 | 上海新纺织产业用品有限公司 | Ecological slope protection unit and ecological slope protection structure formed by same |
| CN104314044A (en) * | 2014-08-22 | 2015-01-28 | 胡伟 | Dam body structure formed by combining and fixing wall blocks and piles |
| CN105780726A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Brick and method for building dam on water with bricks |
| CN105780726B (en) * | 2016-05-18 | 2018-10-23 | 周进 | A kind of brick and the method for building dike on the water using the brick |
| WO2018138001A1 (en) * | 2017-01-27 | 2018-08-02 | Thyssenkrupp Infrastructure Gmbh | Emergency dam beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |