CN2633950Y - Wave eliminating H-body - Google Patents
Wave eliminating H-body Download PDFInfo
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- CN2633950Y CN2633950Y CN 03269190 CN03269190U CN2633950Y CN 2633950 Y CN2633950 Y CN 2633950Y CN 03269190 CN03269190 CN 03269190 CN 03269190 U CN03269190 U CN 03269190U CN 2633950 Y CN2633950 Y CN 2633950Y
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- wave eliminating
- column
- crossbeam
- wave
- group
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Abstract
The utility model relates to a wave eliminating H-shaped body used on a building of offshore engineering. The utility model comprises two groups of wave eliminating pillars which are parallel with each other, wherein the wave eliminating pillars in the same group are connected by longitudinal beams, and the two longitudinal beams are connected by cross beams. At least one end of at least one group of wave eliminating pillars is flush with the same side of the cross beams. The upper end surface or the lower end surface of each wave eliminating pillar is provided with preformed steel bars. The utility model has the technical proposal that a twisted H-shaped structure in the prior art is changed, and the front and the back of the utility model are provided with the wave eliminating pillars, the longitudinal beams and the cross beams to form palings to eliminate waves. At the same time, the wave eliminating H-shaped body can be built on a the building of the offshore engineering by the preformed steel bars, so the stability effect of the utility model becomes better.
Description
Technical field
The utility model is a kind of wave eliminating Gong-shaped body that is used on the marine structure.
Background technology
At present the bank protection of marine structure (as sea wall, Wharf Road, the man-made island etc.) wave that disappears typically uses the method for turning round I-shaped body or mushroom rock, turn round the I-shaped body and have only sub-fraction to play to disappear the wave effect, big portion is used for increasing its stability and is provided with, the prefabricated construction complexity, maintenance cost is higher, the performance and price ratio.The mushroom rock bank protection is destroyed by stormy waves very easily because piece stone and sloping basic setting course are too thin, the life-span is short, and the unrestrained effect that disappears is bad.
Summary of the invention
The purpose of this utility model is: disclose a kind of simple in structure, cost is low, firm, maintenance-free, construction easily, the effective wave eliminating Gong-shaped body of wave disappears.
The utility model comprises two groups of wave eliminating columns that are parallel to each other, and wave eliminating column connects by longeron on the same group, and two longerons connect by crossbeam, at least one end of at least one group of wave eliminating column and crossbeam homonymy flush, wave eliminating column go up or there is reserved steel bar the lower surface.The technical solution of the utility model is to have changed the structure of turning round I-shaped in the prior art, makes front and back of the present utility model that wave eliminating column all be arranged, and longitudinal and cross beam is formed the fence wave that disappears.Simultaneously, it can be built on marine structure by reserved steel bar, thereby make its stablizing effect better.
Specifically adding man-hour, can be isosceles trapezoid with wave eliminating column of the present utility model cross section.And wave eliminating column trapezoidal towards identical, promptly the trapezoidal little limit of each wave eliminating column is positioned at the homonymy of this wave eliminating column, and towards the direction of coming wave.
The utility model can have following several form: a kind of for the lower surface of every group of wave eliminating column flushes with the soffit of crossbeam, and the upper surface of every group of front-seat wave eliminating column and the upper surface flush of crossbeam, the upper surface of back row's wave eliminating column is higher than the upper surface of crossbeam.
Another kind of form is: the upper surface of every group of front-seat wave eliminating column and the upper surface flush of crossbeam, the lower surface protrudes in the soffit of crossbeam.The upper and lower end face of row's wave eliminating column all protrudes in the upper and lower surface of crossbeam after every group.The lower surface of each wave eliminating column flushes.
Description of drawings
Fig. 1 is the lateral plan of embodiment one;
Fig. 2 is the lateral plan of embodiment two;
Fig. 3 is the vertical view of Fig. 1, Fig. 2;
Fig. 4 is the vertical view of the utility model user mode one;
Fig. 5 is the vertical view of the utility model user mode two;
Fig. 6 is the vertical view of the utility model user mode three;
Wherein, 1, longeron, 2,3, wave eliminating column, 4, crossbeam, 5, reserved steel bar, 6, marine structure.
The specific embodiment
Embodiment one:
Shown in Fig. 1,3, present embodiment comprises four parallel wave eliminating columns 2,3, and the last or bottom surface of each wave eliminating column 2,3 has reserved steel bar 5, and their cross section is isosceles trapezoid, and each isosceles trapezoid is towards identical, and promptly the less one side of its area all is positioned at the front side of this wave eliminating column 2,3.Two wave eliminating columns of homonymy are one group, and Nei wave eliminating column 2,3 length are unequal on the same group, and wave eliminating column 2,3 on the same group connects by the longeron 1 that connects the isosceles trapezoid both sides.Connect by crossbeam 4 between two longerons 1.The length of every group of front-seat wave eliminating column 2 in the present embodiment and the consistency of thickness of crossbeam 1 and longeron 4, and two end faces flush with the upper and lower surface of crossbeam 4 and longeron 1 respectively about it.The lower surface of back row's wave eliminating column 3 flushes with the soffit of crossbeam 4 and longeron 1, and its upper surface is higher than the upper surface of crossbeam 4 and longeron 1.Present embodiment is suitable for being placed on outermost one row on the marine structure.
Embodiment two:
Shown in Fig. 2,3, present embodiment comprises four parallel wave eliminating columns 2,3, and the last or bottom surface of each wave eliminating column 2,3 has reserved steel bar 5, and their cross section is isosceles trapezoid, and each isosceles trapezoid towards identical, promptly the less one side of its area all is positioned at the front side of this wave eliminating column 2,3.Two wave eliminating columns 2,3 of homonymy are one group, and Nei wave eliminating column 2,3 length are unequal on the same group. Wave eliminating column 2,3 on the same group connects by the longeron 1 that connects the isosceles trapezoid both sides, connects by crossbeam 4 between two longerons 1.The upper surface of in the present embodiment every group front-seat wave eliminating column 2 and the upper surface flush of crossbeam 4 and longeron 1, lower end protrude in crossbeam 4 and longeron 1 soffit and with every group after arrange wave eliminating column 3 the lower surface flush.The upper surface of row's wave eliminating column 3 protrudes in the upper surface of crossbeam 4 and longeron 1 after every group.Present embodiment is suitable for being placed on middle row or the back row on the marine structure.
During concrete the use, several arrangement modes can be arranged with the utility model, for example:
One, as shown in Figure 4, i.e. first row that effluxes that one group of I-shaped body of structure such as embodiment one is fixed in marine structure 6 after side by side, to constitute second row, the 3rd row respectively after side by side as one group of I-shaped body of embodiment two ..., but the height of its wave eliminating column is increased successively.In adjacent two row's I-shaped bodies, the promptly long one group of wave eliminating column of the promptly short one group of wave eliminating column in the front row of back one row's I-shaped body and the back row of last row's I-shaped body side by side, the front-seat wave eliminating column that the I-shaped body is arranged in back one inserts between back row's wave eliminating column of last row's I-shaped body.
Two, as shown in Figure 5, one group of I-shaped body of structure such as embodiment one or two is fixed on i.e. first row that effluxes of marine structure 6, to constitute second row, the 3rd row respectively after side by side as one group of I-shaped body of embodiment two ..., but the height of its wave eliminating column is increased successively.In adjacent two row's I-shaped bodies, the promptly short row's wave eliminating column in the front row of back one row's I-shaped body is between back row's wave eliminating column of last row's I-shaped body.
Three, as shown in Figure 6, structure such as embodiment one or twos' I-shaped body is turned use, arrangement mode is same, two, and unrestrained better effects if disappears.
Claims (5)
1, a kind of wave eliminating Gong-shaped body, it is characterized in that: it comprises two groups of wave eliminating columns that are parallel to each other [2,3], wave eliminating column [2,3] connects by longeron [1] on the same group, two longerons [1] connect by crossbeam [4], at least one end of at least one group of wave eliminating column flushes with the homonymy of crossbeam, and reserved steel bar [5] is at least simultaneously arranged in the upper and lower end face of wave eliminating column [2,3].
2, wave eliminating Gong-shaped body according to claim 1 is characterized in that: described wave eliminating column [2,3] cross section is an isosceles trapezoid.
3, wave eliminating Gong-shaped body according to claim 2 is characterized in that: the trapezoidal little limit of each wave eliminating column [2,3] is positioned at the homonymy of this wave eliminating column [2,3].
4, according to claim 1 or 2 or 3 described wave eliminating Gong-shaped bodies, it is characterized in that: the lower surface of two groups of wave eliminating columns [2,3] flushes with the soffit of crossbeam [4], the upper surface that the wherein upper surface of every group of front-seat wave eliminating column [2] and the upper surface flush of crossbeam [4], back are arranged wave eliminating column [3] is higher than the upper surface of crossbeam [4].
5, according to claim 1 or 2 or 3 described wave eliminating Gong-shaped bodies, it is characterized in that: the upper surface of every group of front-seat wave eliminating column [2] and the upper surface flush of crossbeam [4], the upper and lower end face of all the other wave eliminating columns [3] all protrudes in the upper and lower surface of crossbeam [4], but the lower surface of each wave eliminating column [2,3] flushes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03269190 CN2633950Y (en) | 2003-07-23 | 2003-07-23 | Wave eliminating H-body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03269190 CN2633950Y (en) | 2003-07-23 | 2003-07-23 | Wave eliminating H-body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2633950Y true CN2633950Y (en) | 2004-08-18 |
Family
ID=34299837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03269190 Expired - Fee Related CN2633950Y (en) | 2003-07-23 | 2003-07-23 | Wave eliminating H-body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2633950Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787587A (en) * | 2012-05-09 | 2012-11-21 | 长江航道规划设计研究院 | Non-enclosed pervious member for river regulation |
| CN110172954A (en) * | 2019-05-16 | 2019-08-27 | 刘广 | Block unrestrained drift in sea |
-
2003
- 2003-07-23 CN CN 03269190 patent/CN2633950Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787587A (en) * | 2012-05-09 | 2012-11-21 | 长江航道规划设计研究院 | Non-enclosed pervious member for river regulation |
| CN110172954A (en) * | 2019-05-16 | 2019-08-27 | 刘广 | Block unrestrained drift in sea |
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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: 20040818 Termination date: 20100723 |