CN203668890U - Breakwater hollow block - Google Patents

Breakwater hollow block Download PDF

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Publication number
CN203668890U
CN203668890U CN201420030619.2U CN201420030619U CN203668890U CN 203668890 U CN203668890 U CN 203668890U CN 201420030619 U CN201420030619 U CN 201420030619U CN 203668890 U CN203668890 U CN 203668890U
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CN
China
Prior art keywords
open
mole
hollow pot
work
hollow
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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
Application number
CN201420030619.2U
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Chinese (zh)
Inventor
李伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHENWEI CO Ltd
Original Assignee
ZHENWEI CO Ltd
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Filing date
Publication date
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Priority to CN201420030619.2U priority Critical patent/CN203668890U/en
Application granted granted Critical
Publication of CN203668890U publication Critical patent/CN203668890U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a breakwater hollow block which comprises a front wall, a back wall and a hollow block body. The hollow block body is connected to the position between the front wall and the back wall, wherein a plurality of through holes are formed in the hollow block body, perpendicularly penetrate through the hollow block body, and are arranged in an array mode to at least form one through hole row, and each through hole row has at least two through holes. The breakwater hollow block has the advantages of also giving consideration to the floating problem, and having the high impact strength.

Description

A kind of mole hollow pot
Technical field
The utility model is about a kind of mole hollow pot, and relates to especially the mole hollow pot of special open-work design.
Background technology
Mole hollow pot is a kind of artificial structure's thing, reduce the wave intensity of water body in artificial mode, resist the ground of seashore or building by the dyke building form of tidewater erosion, conventionally adopt the grid configuration that water permeability is stronger to build, they are generally perpendicular to the building of the dykes and dams shape on seashore or riverbank.Because bring into play the function of mole hollow pot, so itself is very high for the requirement of the weakening of flow intensity and the ability of keeping out of flow intensity, known for mole in the structure of hollow pot 10 (as shown in Figure 1), can be provided with multiple open-works that are arranged in parallel 130 by hollow pot main body 110 at mole, allow mole hollow pot 10 reduce its suffered buoyancy because of arranging of open-work 130, mole hollow pot 10 can be stablized to be positioned in current, but the quantity that increases open-work 130 can reduce the intensity of mole hollow pot 10, its reason will be in hereinafter explanation.
Please refer to Fig. 1, Figure 1 shows that existing mole hollow pot 10 schematic diagrames, because the sidewall 112 of hollow pot main body 110 is thinner, and get off for a long time and be constantly subject to the continuous erosion of current as shown in the direction of arrow in Fig. 1 140 at sidewall 112, can cause sidewall 112 to continue to produce be full of cracks, its intensity is constantly declined, thereby the ability that causes mole hollow pot 10 to bear water impact decline, and can cause like this mole hollow pot 10 to break and ineffective.Hence one can see that, and mole will take into account in design buoyancy problem with hollow pot 10 and itself intensity is a very difficult thing.
Therefore, how designing a mole hollow pot, make mole hollow pot take into account buoyancy problem and higher impact strength simultaneously, is to be worth those skilled in the art to go thinking.
Summary of the invention
The purpose of this utility model is to provide a kind of mole hollow pot, and this mole has special open-work design and solve mole hollow pot and take into account the problem of buoyancy problem and itself intensity with hollow pot.
According to above-mentioned purpose and other objects, the utility model provides a kind of mole hollow pot, mole comprises an antetheca, a rear wall and a hollow pot main body with hollow pot, one hollow pot main body is connected between antetheca and rear wall, wherein, be provided with multiple open-works in this hollow pot main body, these open-works vertically penetrate this hollow pot main body, and these open-works carry out arrangement in the mode of array can at least form open-work row, and open-work row have at least two open-works.
, it is characterized in that with among hollow pot at above-mentioned mole, each open-work is listed as the aperture distance that can not be greater than the short-axis direction of open-work with the distance of adjacent open-work row.
, it is characterized in that with among hollow pot at above-mentioned mole, this open-work is to be ellipticity, and this open-work is between the pore size of the short-axis direction of the pore size of the short-axis direction of two times and three times in the pore size of long axis direction.
, it is characterized in that with among hollow pot at above-mentioned mole, this open-work is rounded shape or rectangular-shaped.
, it is characterized in that with among hollow pot at above-mentioned mole, these open-works carry out arrangement in the mode of array can at least form two open-work row.
The beneficial effects of the utility model are to make mole hollow pot take into account buoyancy problem and higher impact strength simultaneously.
Brief description of the drawings
Fig. 1 is known mole hollow pot schematic diagram.
Fig. 2 is the organigram of hollow pot for the mole of the first embodiment.
Current moment size suffered when Fig. 3 A and Fig. 3 B illustrate are subject to water impact for known mole with hollow pot 10 and the first embodiment mole hollow pot 20 is schemed.
Fig. 4 is the organigram of hollow pot for the mole of the 3rd embodiment.
Fig. 5 is the organigram of hollow pot for the mole of the 4th embodiment.
Fig. 6 is the organigram of hollow pot for the mole of the 5th embodiment.
Fig. 7 is the organigram of hollow pot for the mole of the 6th embodiment.
Detailed description of the invention
Please refer to Fig. 2, Figure 2 shows that the organigram of hollow pot 20 for the mole of the first embodiment, mole comprises an antetheca 220, a rear wall 222 and a hollow pot main body 210 with hollow pot 20.Hollow pot main body 210 is provided with multiple open-works 230, open-work 230 is to be ellipticity and vertically to penetrate hollow pot main body 210, open-work 230 is between the pore size of the short-axis direction of the pore size of the short-axis direction of two times and three times in the pore size of long axis direction, that is to say that the pore size of open-work 230 long axis directions can be greater than the pore size of the short-axis direction of two times, but the pore size of open-work 230 long axis directions can be less than the pore size of the short-axis direction of three times.In addition, two open-works 230 form a line and can form open-work row 250.In the first embodiment, in hollow pot main body 210, be to there are 2 open-work row 250, each open-work row 250 and the distance of adjacent open-work row 250 can not be greater than the aperture distance of the short-axis direction of open-work 230.
Please refer to Fig. 3 A and Fig. 3 B, suffered current moment size when Fig. 3 A and Fig. 3 B illustrate are subject to water impact for known mole with hollow pot 10 and the first embodiment mole hollow pot 20, please comparison diagram 3A and Fig. 3 B, in the time that water (flow) direction flows to hollow pot main body 210 as shown in arrow 240, can be because of 250 solid parts 214 of open-work row, cause varying in size of the suffered moment size of the first embodiment mole hollow pot 20 and known mole hollow pot 10 Moments.This is because hollow pot main body 210 is being subject in flowing water impact process, the mole of the first embodiment is less than the length of the stressed sidewall 112 of the open-work 130 of known mole hollow pot 10 by the length of the stressed sidewall 212 of hollow pot 20 its single open-works 230, so the first embodiment mole can be less than with the suffered moment M2 of hollow pot 20 the moment M1 that known anti-slope drawings hollow pot 10 is subject to.
In sum, although the anti-slope drawings of the first embodiment hollow pot 20 sidewalls 212 are identical with hollow pot 10 sidewall 112 wall thickness with known mole, but because the first embodiment mole can be less than known mole hollow pot 10 Moment M1 with hollow pot 20 Moment M2, therefore the mole of the first embodiment can keep out with hollow pot 20 current that impact force is larger.Therefore, compared to known hollow pot 10 for mole, the difference that the mole of the first embodiment arranges because of open-work 230 with hollow pot 20, can effectively reduce the moment of bearing under water impact, allow mole hollow pot 20 increase to the resistance to impact of current, even mole is also not easy to break with hollow pot 20 under the long-term impact of current.Also because the mole of the present embodiment increases the resistance to impact of current with hollow pot 20, so in the time that the building lot side of constructing along seashore is provided with mole hollow pot 20, the ability of building lot opposing tidewater erosion also can increase.
On the other hand, those skilled in the art can add up the mole of the first embodiment size with all open-works 230 of hollow pot 20, be designed to approximately be same as the totalling size of known mole hollow pot 10 open-works 130, so current are used the summation amount of the volume of the open-work of hollow pot 20 by the mole of the first embodiment, and current are approximately identical by the summation amount of the volume of hollow pot 10 open-works 130 by known mole.Therefore, can not increase with the suffered buoyancy of mole hollow pot 20 of hollow pot 10, the first embodiment compared to known mole, so also can not reduce the stability of mole hollow pot 20 in current.
In the above-described embodiment, open-work shape is not designed to ellipticity only, open-work shape can be designed to other shapes yet.Please refer to Fig. 4, Fig. 4 illustrate is the 3rd embodiment mole hollow pot 30 schematic diagrames of the present utility model, because open-work 330 is not limited to elliptical shape as shown in Figure 2, those skilled in the art also can make toroidal with the open-work 330 of hollow pot 30 by mole.Refer again to Fig. 5, Fig. 5 illustrate is the 4th embodiment mole hollow pot 40 schematic diagrames of the present utility model, and those skilled in the art also can make rectangular-shaped with the open-work 430 of hollow pot by mole.
In the above-described embodiment, open-work row 250 are not designed to two row only, open-work row can be designed to row or more than three row yet.Please refer to Fig. 6, it is the 5th embodiment mole hollow pot 50 organigrams that Fig. 6 illustrates, because open-work row 550 are not limited to two row open-work row 250 as shown in Figure 2, those skilled in the art also can be designed to row with the open-work row 550 of hollow pot 50 by mole, wherein 530 of two open-works form a line, and form open-work row 550.Refer again to Fig. 7, Fig. 7 illustrate is the utility model the 6th embodiment mole hollow pot 60 organigrams, and those skilled in the art also can be increased to three row with the open-work row 650 of hollow pot by mole.
Above-described embodiment is only to give an example for convenience of description, though modified arbitrarily by person of ordinary skill in the field, all can not depart from as the scope of institute's wish protection in claims.

Claims (5)

1. a mole hollow pot, is characterized in that, this mole comprises with hollow pot:
One antetheca;
One rear wall; And
One hollow pot main body, is connected between this antetheca and this rear wall;
Wherein, be provided with multiple open-works in this hollow pot main body, these open-works vertically penetrate this hollow pot main body, and these open-works carry out arrangement in the mode of array and can at least form open-work row, and these open-work row have at least two open-works.
2. mole hollow pot as claimed in claim 1, is characterized in that, each open-work is listed as the aperture distance that can not be greater than the short-axis direction of this open-work with the distance of adjacent open-work row.
3. mole hollow pot as claimed in claim 1, is characterized in that, this open-work is to be ellipticity, and this open-work is between the pore size of the short-axis direction of the pore size of the short-axis direction of two times and three times in the pore size of long axis direction.
4. mole hollow pot as claimed in claim 1, is characterized in that, this open-work is rounded shape or rectangular-shaped.
5. mole hollow pot as claimed in claim 1, is characterized in that, these open-works carry out arrangement in the mode of array can at least form two open-work row.
CN201420030619.2U 2014-01-17 2014-01-17 Breakwater hollow block Expired - Fee Related CN203668890U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420030619.2U CN203668890U (en) 2014-01-17 2014-01-17 Breakwater hollow block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420030619.2U CN203668890U (en) 2014-01-17 2014-01-17 Breakwater hollow block

Publications (1)

Publication Number Publication Date
CN203668890U true CN203668890U (en) 2014-06-25

Family

ID=50965206

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420030619.2U Expired - Fee Related CN203668890U (en) 2014-01-17 2014-01-17 Breakwater hollow block

Country Status (1)

Country Link
CN (1) CN203668890U (en)

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140625

Termination date: 20150117

EXPY Termination of patent right or utility model