CN2401587Y - Concrete wave-eliminating block - Google Patents
Concrete wave-eliminating block Download PDFInfo
- Publication number
- CN2401587Y CN2401587Y CN 99249210 CN99249210U CN2401587Y CN 2401587 Y CN2401587 Y CN 2401587Y CN 99249210 CN99249210 CN 99249210 CN 99249210 U CN99249210 U CN 99249210U CN 2401587 Y CN2401587 Y CN 2401587Y
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- plane
- hexagon
- wave
- dissipating block
- trapezoidal faces
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Abstract
The utility model relates to a concrete wave-eliminating block, which can bear wave impact. The utility model comprises a hexagonal top plane surface which is formed by three long edges and three short edges, a bottom surface opposite to the hexagonal top plane surface, three hexagonal lateral surfaces which are formed by the downward extension of the three long edges of the top plane surface, a six hexagonal column which is matched with the long edges of the hexagonal lateral surfaces, the short edges of the top plane surface and the short edges of the hexagonal lateral surfaces and is formed by the extension of towards the direction of three equal angles, three large trapezoidal surfaces, three small trapezoidal surfaces, which are all formed by the extension of the hexagonal column, and six trapezoidal surfaces with different sizes, which are formed on the end portion of the hexagonal column.
Description
The utility model relates to a kind of concrete Wave-dissipating block that can bear wave impact.
With the Wave-dissipating block of concrete one cast molding, usually can itself structure reduce the energy of wave and current, to reach wave absorption flow-disturbing effect.Therefore the Wave-dissipating block of an ideal is constructed the impact that must be able to bear wave and current, also can reach good wave absorption flow-disturbing function simultaneously.
Fig. 1 shows the woods gram Wave-dissipating block of commonly using, and its main body 10 is basic pyrometric cone, extends to the top at each main side-line with the little relative trapezoidal faces 11,12 of end broad in the middle, and forms hexagonal coiled hair 13,14,15 in each top.The shortcoming of this kind Wave-dissipating block contains bottleneck shape part 16 for its agent structure; contain bottleneck shape part 16 in watering the shortcoming of putting Wave-dissipating block for its agent structure; regular meeting produces slight crack when putting concrete in watering; and influence its intensity, and its center surface is for influencing its wave absorption flow-disturbing effect near flat state.
Commonly use in the Wave-dissipating block in the another kind shown in Fig. 2,3, then extend three pyramids 21,22,23 that land near four ends of pyrometric cone 20, and another is roughly with the pyramid up 24 of shape one.But this kind Wave-dissipating block structure influences its stability except landing ground little (consulting Fig. 3), and its bottleneck 25 also is easy to fracture.
The purpose of this utility model is a kind of concrete Wave-dissipating block, can form better wave absorption flow-disturbing effect, and have better stability.
The technical solution of the utility model is:
A kind of concrete Wave-dissipating block is characterized in that: comprise by three long limits and connect the minor face on this length limit formed hexagon plane, top and opposed bottom surface; Extend three hexagon sides downwards along three long limits, plane, top, common long limit and other two long limits and the minor face that is connected this length limit are contained with the plane, top in this hexagon side, this minor face can cooperate plane, top, bottom surface minor face to form little length square inclined-plane respectively, cooperate the long limit of this square inclined-plane, hexagon side and the long limit of bottom surface to extend into hexagon prism to three equal angles directions respectively, this hexagon prism cooperates different long and short limits and extends to form three big trapezoidal faces and three little trapezoidal faces that connect this big trapezoidal faces; This hexagon prism and near latter end again convergent form six big or small trapezoidal faces of difference.
Described concrete Wave-dissipating block is characterized in that: the big trapezoidal faces of this hexagon prism bottom latter end is made as than the large tracts of land landing ground.
Described concrete Wave-dissipating block is characterized in that: this plane, top is truncated to the position that flushes with all directions hexagon prism top.
Described concrete Wave-dissipating block is characterized in that: this Wave-dissipating block bottom surface is made as whole landing grounds.
Described concrete Wave-dissipating block is characterized in that: this plane, top extends upward and each hexagon prism another hexagon prism with shape.
The utility model has the advantages that:
Concrete Wave-dissipating block of the present utility model, main body is constituted by most Six Points and facing, can form better stable, wave absorption and flow-disturbing function; And the total form can effectively prevent the drawback that the existing concrete Wave-dissipating block is easily fractureed by bottleneck, has higher structural strength.
The utility model will cooperate the following drawings illustrated embodiment to be described in further detail, as shown in the figure:
Fig. 1 is for commonly using the Wave-dissipating block stereogram.
Fig. 2 commonly uses the Wave-dissipating block stereogram for another kind.
Fig. 3 is the front view of Fig. 2.
Fig. 4 is the utility model first embodiment stereogram.
Fig. 5 is the vertical view of Fig. 4.
Fig. 6 is the front view of Fig. 4.
Fig. 7 is the lateral view of Fig. 4.
Fig. 8 is the upward view of Fig. 4.
Fig. 9 is the utility model second embodiment front view.
Figure 10 is the lateral view of Fig. 9.
Figure 11 is the upward view of Fig. 9.
Figure 12 is the utility model the 3rd embodiment front view.
Figure 13 is the vertical view of Figure 12.
Figure 14 is the utility model the 4th embodiment front view.
Figure 15 is the utility model the 5th embodiment stereogram.
Figure 16 is the front view of Figure 15.
Figure 17 is the vertical view of Figure 15.
Figure 18 is the lateral view of Figure 15.
Figure 19 is the front view of Figure 15 double stacked.
Figure 20 is the vertical view of Figure 19.
At first consult Fig. 4~8, the whole Wave-dissipating block of the utility model contains plane 30, hexagon top, and three long limits 31,32,33 are contained on this plane, top 30, and three minor faces 34,35,36 that connect this isometric limit 31,32,33.
Three hexagon sides 37,38,39 are extended on above-mentioned long limit 31,32,33 respectively downwards, with common formation Wave-dissipating block main body.With one of them hexagon side 37 of this preferred embodiment is example, and it contains common long limit 31 with plane 30, top, and two long limits 371,372 and be connected the minor face 373,374,375 on length limit in addition.
These hexagon sides 37,38,39 can be extended cooperation minor face 374,375 formed little length square inclined- planes 41,42,43 downwards by plane, top 30 minor faces 34,35,36, and by side bottom minor face 373 downward square inclined-plane 44,45,46 and bottom surface 40 (seeing also Fig. 8) of extending, and extend into hexagon prism 50,60,70 to three equal angles directions jointly.
These hexagon prisms 50,60,70 cooperate the little trapezoidal faces that extend to form three big trapezoidal faces and three these big trapezoidal faces of connection by can't help the length limit.With one of them hexagon prism 50 is example, promptly comprises three big trapezoidal faces 51,52,53, and three little trapezoidal faces 54,55,56 that connect them.Simultaneously, these hexagon prisms 50,60,70 are also in forming six big or small trapezoidal faces 511,521,531,541,551,561 of difference with convergent again near latter end.
Shown in Fig. 6,8, according to the Wave-dissipating block of said structure, 40 long limits 47,48,49, its bottom surface extend respectively big trapezoidal faces 53,63,73,531,631,731,, and, become large-area landing ground with big trapezoidal faces 531,631, the 731 lengthening distortion of latter end.Or can form whole landing grounds 400 as Fig. 9~11 illustrated embodiments, for replacing as the pedestal purposes.
In Figure 12,13 illustrated embodiments, 300 on plane, top can be truncated to the position that flushes with all directions hexagon prism 50,60,70 tops, and forms three trapezoidal sides 301,302,303; Its bottom surface 401 is made as whole landing grounds as also can be as shown in figure 14.
In another embodiment of the utility model shown in Figure 15~18, plane, Wave-dissipating block top can extend upward to and each hexagon prism 50,60,70 another hexagon prism 80 up with shape.And the system of Wave-dissipating block shown in Figure 19,20 adopts the double stacked user mode.
Claims (5)
1, a kind of concrete Wave-dissipating block is characterized in that: comprise by three long limits and connect the minor face on this length limit formed hexagon plane, top and opposed bottom surface; Extend three hexagon sides downwards along three long limits, plane, top, common long limit and other two long limits and the minor face that is connected this length limit are contained with the plane, top in this hexagon side, this minor face can cooperate plane, top, bottom surface minor face to form little length square inclined-plane respectively, cooperate the long limit of this square inclined-plane, hexagon side and the long limit of bottom surface to extend into hexagon prism to three equal angles directions respectively, this hexagon prism cooperates different long and short limits and extends to form three big trapezoidal faces and three little trapezoidal faces that connect this big trapezoidal faces; This hexagon prism and near latter end again convergent form six big or small trapezoidal faces of difference.
2, concrete Wave-dissipating block as claimed in claim 1 is characterized in that: the big trapezoidal faces of this hexagon prism bottom latter end is made as than the large tracts of land landing ground.
3, concrete Wave-dissipating block as claimed in claim 1 is characterized in that: this plane, top is truncated to the position that flushes with all directions hexagon prism top.
4, concrete Wave-dissipating block as claimed in claim 1 is characterized in that: this Wave-dissipating block bottom surface is made as whole landing grounds.
5, concrete Wave-dissipating block as claimed in claim 1 is characterized in that: this plane, top extends upward and each hexagon prism another hexagon prism with shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 99249210 CN2401587Y (en) | 1999-10-21 | 1999-10-21 | Concrete wave-eliminating block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 99249210 CN2401587Y (en) | 1999-10-21 | 1999-10-21 | Concrete wave-eliminating block |
Publications (1)
Publication Number | Publication Date |
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CN2401587Y true CN2401587Y (en) | 2000-10-18 |
Family
ID=34034223
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 99249210 Expired - Fee Related CN2401587Y (en) | 1999-10-21 | 1999-10-21 | Concrete wave-eliminating block |
Country Status (1)
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CN (1) | CN2401587Y (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100387780C (en) * | 2003-04-01 | 2008-05-14 | 李江山 | Block for embankment |
CN101701454B (en) * | 2009-10-14 | 2011-05-11 | 中国科学院水利部成都山地灾害与环境研究所 | Artificial structure body used for scouring prevention of mud-rock flow and weir dam and application thereof |
CN105756016A (en) * | 2016-04-20 | 2016-07-13 | 辽宁省水利水电科学研究院 | Energy dissipation anti-ice-push interlocking brick slope protection structure |
CN106400737A (en) * | 2011-06-30 | 2017-02-15 | 格拉夫漂浮股份公司 | Plant for storage and unloading hydrocarbon |
-
1999
- 1999-10-21 CN CN 99249210 patent/CN2401587Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100387780C (en) * | 2003-04-01 | 2008-05-14 | 李江山 | Block for embankment |
CN101701454B (en) * | 2009-10-14 | 2011-05-11 | 中国科学院水利部成都山地灾害与环境研究所 | Artificial structure body used for scouring prevention of mud-rock flow and weir dam and application thereof |
CN106400737A (en) * | 2011-06-30 | 2017-02-15 | 格拉夫漂浮股份公司 | Plant for storage and unloading hydrocarbon |
CN106400737B (en) * | 2011-06-30 | 2019-10-01 | 格拉夫漂浮股份公司 | For storing and unloading the facility of oil gas |
CN105756016A (en) * | 2016-04-20 | 2016-07-13 | 辽宁省水利水电科学研究院 | Energy dissipation anti-ice-push interlocking brick slope protection structure |
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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 |