CN203890956U - Interlocking block soft mattress - Google Patents
Interlocking block soft mattress Download PDFInfo
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- CN203890956U CN203890956U CN201420145905.3U CN201420145905U CN203890956U CN 203890956 U CN203890956 U CN 203890956U CN 201420145905 U CN201420145905 U CN 201420145905U CN 203890956 U CN203890956 U CN 203890956U
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Abstract
An interlocking block soft mattress comprises mattress cloth and interlocking blocks and is characterized in that the ratio of length to thickness of a single interlocking block is larger than and equal to 4.5 and the ratio of width to thickness of the single interlocking block is larger than or equal to 3. A second technical scheme is as follows: the interlocking block soft mattress comprises mattress cloth and interlocking blocks and is characterized in that the side surface shape of each interlocking block has an inclined upper part and a lower straight part and is approximate to a wedge, each upper part is an inclined surface toward the central direction of each interlocking block, the gradient of the upper part is not larger than 1:1, the height of the upper part is larger than or equal to 50% of the thickness of each interlocking block, each lower part is a flat surface vertical to the bottom surface of each interlocking block and the height of the lower part is smaller than or equal to 50% of the thickness of each interlocking block. The technical effects are that the turning-resistant capacity of the interlocking blocks under actions of water flows and waves is improved. The interlocking block soft mattress is suitable for protection against erosion, protection and bottom protection engineering of a dam, a revetment, a bridge pier, a river bed (seabed), shoal protection (protection against erosion), beach protection (beach face protection and beach face protection against erosion) and the like.
Description
Technical field
The utility model belongs to that dykes and dams protection against erosion, shore protection protection against erosion, bridge pier protection against erosion, river (sea) bed protection against erosion, shoal are guarded the protection against erosions such as (protection against erosion), Bao Tan (beach face is guarded, beach face protection against erosion), guarded, river bottom protection engineering field, relates to a kind of concrete interlocking block soft mattress.
Background technology
Soft raft forms with ballast by arranging, arrange and mainly play soil conservation effect, it is stable that ballast mainly works to resist current, wave action, maintenance soft raft, is widely used in recent years dykes and dams protection against erosion, shore protection protection against erosion, shoal and guards that (protection against erosion), beach face are guarded protection against erosions such as (Bao Tan, beach face protection against erosions), guarded, river bottom protection engineering because it has good flexibility, soil conservation performance and certain anti-current, anti-unrestrained ability.According to the difference of ballast, the river bottom protection soft raft pattern of prior art is divided into jackstone soft raft, sand rib soft raft (CN 03229837.4), concrete interlocking block soft mattress (CN 03229836.6), hinge type soft raft, and the composite soft that combination obtains is arranged.
Wherein, the ballast of the concrete interlocking block soft mattress of prior art (CN 03229836.6) on arranging is the concrete interlocking block with pre-buried rope, and concrete interlocking block is reeved colligation ring in reinforced bands and is fixed on one with arranging.Owing to adopting concrete interlocking block as ballast, make soft raft resist the performance of current, wave action and the durability of soft raft is improved significantly, there is constructability sinking simultaneously, concrete amount is few, the advantage of good economy performance.Because concrete amount is directly proportional to the thickness of interlocking segment substantially, therefore its economy is embodied in as far as possible little thickness and meets and resist current, wave stabilization.The concrete interlocking block adopting in the first stage of Yangtze Estuary Deepwater Channel Regulation Project, the second stage of the project practice is shaped as square plate (hereinafter to be referred as the tabular concrete interlocking block of square, see Fig. 1), monolithic yardstick 0.4m(is long) × 0.4m(is wide) × 0.12 ~ 0.2m(thickness), gap 0.1m between monolithic, thickness is determined according to flow relocity calculation.Divided afterwards mouth of tributary section New Liuhe shoal to protect in beach and a Nansha passage submerged breakwater engineering practice at port, Deepwater Channel in Changjiang Estuary north and south, for improving the ageing resistace of soft raft, by each limit top rake of concrete interlocking block shape, be improved to top rake square tabular (hereinafter to be referred as the tabular concrete interlocking block of top rake square, see Fig. 3), the top and the bottom, side of interlocking segment are inclined plane, middle part is the plane perpendicular to interlocking segment bottom surface, monolithic yardstick 0.48m(is long) × 0.48m(is wide) × 0.12 ~ 0.2m(thickness), gap 0.02m between monolithic, thickness is determined according to flow relocity calculation, length and width be not according to flow rate of water flow adjustment, length is no more than 4 with the ratio of thickness.The above-mentioned specification yardstick of the tabular concrete interlocking block of square tabular concrete interlocking block and top rake square has almost become the standard specification yardstick of industry afterwards, is promoted the use of all kinds of protection against erosions, guards, river bottom protection engineering.
Find by tank physical experiments and Fluent numerical simulation study in the recent period, the tabular concrete interlocking block of square of prior art and the tabular concrete interlocking block of top rake square have the following disadvantages: one, concrete interlocking block is resisted stability under flow action except outside the Pass having with concrete interlocking block thickness, also relevant with the side view of concrete interlocking block, in same thickness situation, the side view of the tabular concrete interlocking block of square and the tabular concrete interlocking block of top rake square is unfavorable for reducing the current drag power that concrete interlocking block bears, be unfavorable for keeping soft raft to resist the stability of flow action, two, concrete interlocking block resist stability under flow action except with the thickness of concrete interlocking block, outside the Pass side view has, also relevant with the planar dimension size of concrete interlocking block, the tabular concrete interlocking block of the tabular concrete interlocking block of square of existing planar dimension specification and top rake square its to resist under flow action the ability of turnup poor, be unfavorable for keeping soft raft to resist the stability of flow action, the test of thing mould and Fluent digital-to-analogue show: under 1m depth condition, the tabular concrete interlocking block row of the square of thickness 0.2m and 0.12m edge-critical graph unstability flow velocity is respectively 1.70m/s and 1.65m/s, thickness increases by 67%, but Instability flow velocity only improves 3%, under 1m depth condition, the tabular concrete interlocking block row of the top rake of thickness 0.2m and 0.12m square edge-critical graph unstability flow velocity is respectively 1.86m/s and 1.68m/s, thickness increases by 67%, but Instability flow velocity only improves 10%, the tabular concrete interlocking block of prior art square and the tabular concrete interlocking block of top rake square are described, and by strengthening thickness, to improve the economy of the stability of resisting flow action poor.
Therefore, need to improve prior art interlocking segment soft raft, current, the wave drag force of being born to reduce interlocking segment, improve interlocking segment and resist the ability of turnup under current, wave action, thereby meet the stability of soft raft with less interlocking segment thickness, improve the economy of interlocking segment soft raft.
Summary of the invention
Technical problem to be solved in the utility model is to provide and a kind ofly can reduces current, the wave drag force that interlocking segment bears, improve interlocking segment and resist the ability of turnup under current, wave action, the better interlocking segment soft raft of economy, solves the deficiencies in the prior art.
The technical solution of the utility model one: a kind of interlocking segment soft raft, comprise and arranging and interlocking segment, it is characterized in that: interlocking segment be shaped as top rake square tabular or square tabular, cuboid is tabular, monolithic length (is less than 45 ° with water (flow) direction, wave progresses angular separation, lower same) be more than or equal to 4.5 with the ratio of its thickness, monolithic width (being more than or equal to 45 ° with water (flow) direction, wave progresses angular separation, lower same) is more than or equal to 3 with the ratio of its thickness.When thickness 0.2m, monolithic length is more than or equal to 0.9m, and width is more than or equal to 0.6m.A kind of interlocking segment soft raft, comprises and arranging and interlocking segment, it is characterized in that: interlocking segment monolithic length is more than or equal to 5 with the ratio of its thickness, monolithic width is more than or equal to 5 with the ratio of its thickness.When thickness 0.12m, monolithic length is more than or equal to 0.6m; When thickness 0.2m, monolithic length is more than or equal to 1m.A kind of interlocking segment soft raft, comprises and arranging and interlocking segment, it is characterized in that: interlocking segment material is plain concrete or steel concrete.
The technical solution of the utility model two: a kind of interlocking segment soft raft, comprise and arranging and interlocking segment, it is characterized in that: interlocking segment side view is upper oblique lower straight, close to wedge shape, top is the inclined plane to interlocking segment center position, and the gradient is not suddenly in 1:1, and it is highly more than or equal to 50% of interlocking segment thickness, bottom is the plane perpendicular to interlocking segment bottom surface, and it is highly less than or equal to 50% of interlocking segment thickness; Interlocking segment monolithic length is more than or equal to 5 with the ratio of its thickness, and monolithic width is more than or equal to 5 with the ratio of its thickness.A kind of interlocking segment soft raft, comprise and arranging and interlocking segment, it is characterized in that: interlocking segment side view is upper oblique lower straight, close to wedge shape, top is the inclined plane to interlocking segment center position, and the gradient is not suddenly in 1:1, and it is highly more than or equal to 67% of interlocking segment thickness, bottom is the plane perpendicular to interlocking segment bottom surface, and it is highly less than or equal to 33% of interlocking segment thickness.A kind of interlocking segment soft raft, comprises and arranging and interlocking segment, it is characterized in that: interlocking segment material is plain concrete or steel concrete.
Technical scheme one is the ratio with thickness by increasing interlocking segment monolithic length, improve the mechanism of interlocking segment stability: the test of thing mould and Fluent numerical simulation study show, current, the wave force that interlocking segment bears comprises that current, wave action meet the drag force of side of flow path direction and current, the uplift force of wave action on interlocking segment bottom surface at interlocking segment, it is its deadweight that interlocking segment maintains stable active force, and interlocking segment its instability forms is that turnup destroys (or being referred to as the destruction of rolling).Because its instability forms of interlocking segment is to destroy around the turnup of hallux, the utility model strengthens after the ratio of interlocking segment monolithic length and thickness, the drag force arm of force and torque keeping are constant, the uplift force arm of force increases but proportion is little, significantly strengthen from weight arm and stabilizing moment, stabilizing moment is increased and substantially exceed the growth of overturning moment, thereby the stability that makes interlocking segment resist current, wave action is significantly improved, the technique effect of technical solutions of the utility model that Here it is.
The test of thing mould and Fluent digital-to-analogue show, under 1m depth condition, to be row's edge-critical graph unstability flow velocity of 1m be 2.1m/s for technical solutions of the utility model one interlocking segment thickness 0.2m, length and width, the 1.7m/s that is the tabular concrete interlocking block of square of 0.4m than thickness 0.2m, length and width increases by 23.5%, and the 1.86m/s that is the tabular concrete interlocking block of top rake square of 0.48m than thickness 0.2m, length and width increases by 13%.
Technical scheme two interlocking segment side views change into oblique lower straight, improve the mechanism of interlocking segment stability: Fluent numerical simulation study shows, when the current of advancing flow through interlocking segment, the bottom water body of current of advancing is stopped by interlocking segment side, from the upwards lifting of interlocking segment front end, around to interlocking segment top, then continue to advance, thereby produce current, wave action and meet at interlocking segment the drag force of the side of flow path direction.Drag force is except outside the Pass having with concrete interlocking block thickness, also relevant with the side view of concrete interlocking block, in same thickness situation, the tabular concrete interlocking block of square the walking around smoothly of current bottom water body that be unfavorable for advancing, see Fig. 2, the current drag power that causes concrete interlocking block to bear is larger, the upper angled face of the tabular concrete interlocking block of top rake square the walking around smoothly of current bottom water body that be conducive to advance, be conducive to reduce drag force, but bottom reversed dip face is unfavorable for advancing, current bottom water body walks around smoothly, see Fig. 4, be unfavorable for reducing drag force, and produce the power being tilted on the reversed dip face of bottom, be unfavorable for the stable of interlocking segment, therefore the stability that the tabular concrete interlocking block of top rake square is resisted flow action improves than square tabular concrete interlocking block that limited (test of thing mould shows, under 1m depth condition, the concrete interlocking block row edge-critical graph unstability flow velocity tabular thickness 0.2m of square and 0.12m's is respectively 1.70m/s and 1.65m/s, the tabular concrete interlocking block of top rake square is respectively 1.86m/s and 1.68m/s, increase respectively 9.4% and 1.8%).The utility model interlocking segment side view changes into oblique lower straight, totally close to streamlined, the walking around smoothly of current bottom water body is conducive to advance, be conducive to reduce drag force, avoided the detrimental effect of the top rake tabular concrete interlocking block of square bottom reversed dip face simultaneously, thereby than prior art significantly improved interlocking segment resist flow action stability, the technique effect of technical solutions of the utility model that Here it is two.
The test of thing mould and Fluent digital-to-analogue show, under 1m depth condition, the technical solutions of the utility model two interlocking segment row edge-critical graph unstability flow velocitys of thickness 0.2m, length and width 1m are 2.06m/s, the 1.7m/s that is the tabular concrete interlocking block of square of 0.4m than thickness 0.2m, length and width increases by 21%, and the 1.86m/s that is the tabular concrete interlocking block of top rake square of 0.48m than thickness 0.2m, length and width increases by 10.7%.
The utility model is applicable to that dykes and dams protection against erosion, shore protection protection against erosion, bridge pier protection against erosion, river (sea) bed protection against erosion, shoal are guarded the protection against erosions such as (protection against erosion), Bao Tan (beach face is guarded, beach face protection against erosion), guarded, river bottom protection engineering.
Brief description of the drawings
Fig. 1 is the tabular concrete interlocking block soft mattress example lateral view of prior art square.
Fig. 2 is the tabular concrete interlocking block example Fluent velocity vector figure of prior art square.
Fig. 3 is the tabular concrete interlocking block soft mattress example lateral view of prior art top rake square.
Fig. 4 is the tabular concrete interlocking block example Fluent velocity vector figure of prior art top rake square.
Fig. 5 is technical solutions of the utility model one concrete interlocking block lateral view (A to).
Fig. 6 is technical solutions of the utility model one concrete interlocking block plan views.
Fig. 7 is technical solutions of the utility model two concrete interlocking block lateral views (B to).
Fig. 8 is technical solutions of the utility model two concrete interlocking block plan views.
Fig. 9 is technical solutions of the utility model two concrete interlocking block example Fluent velocity vector figure.
In figure: 1, bed surface, 2, arrange, 3, square tabular concrete interlocking block, 4, the tabular concrete interlocking block of top rake square, 5, the utility model interlocking segment, 6, current.
Detailed description of the invention
Below in conjunction with brief description of the drawings embodiment of the present utility model:
Embodiment mono-: technical solutions of the utility model one embodiment.
Referring to Fig. 5, Fig. 6, a kind of interlocking segment soft raft, comprises and arranges 2 and the utility model interlocking segment 5, is characterised in that: it is tabular that the utility model interlocking segment 5 is shaped as top rake square, thickness 0.2m, monolithic length and monolithic width are 1m(and equal 5 with the ratio of its thickness).The utility model interlocking segment 5 materials are plain concrete or steel concrete.
The test of thing mould and Fluent digital-to-analogue show, under 1m depth condition, to be row's edge-critical graph unstability flow velocity of 1m be 2.1m/s for the utility model interlocking segment 5 thickness 0.2m, length and width, the 1.7m/s that is the tabular concrete interlocking block 3 of square of 0.4m than thickness 0.2m, length and width increases by 23.5%, and the 1.86m/s that is the tabular concrete interlocking block 4 of top rake square of 0.48m than thickness 0.2m, length and width increases by 13%.
Embodiment bis-: technical solutions of the utility model two embodiment.
Referring to Fig. 7, Fig. 8, Fig. 9, a kind of interlocking segment soft raft, comprises and arranges 2 and the utility model interlocking segment 5, it is characterized in that: the utility model interlocking segment 5 side views are upper oblique lower straight, close to wedge shape; Top is inclined plane, gradient 1:1, and it is highly 0.12m; Bottom is the plane perpendicular to interlocking segment bottom surface, and it is highly 0.08m, thickness 0.2m, monolithic length and monolithic width are 1m(monolithic length, monolithic width equals 5 with the ratio of its thickness).The utility model interlocking segment 5 materials are plain concrete or steel concrete.
Referring to Fig. 2, Fig. 4, Fig. 9, Fluent numerical simulation study shows, when current 6 flow through the utility model interlocking segment 5, the bottom water body of current 6 is stopped by interlocking segment side, from the upwards lifting of interlocking segment front end, around the top to interlocking segment, then continue to advance, thereby generation flow action is met the drag force of the side of flow path direction at interlocking segment.Drag force is except outside the Pass having with interlocking segment thickness, also relevant with the side view of interlocking segment, in same thickness situation, the tabular concrete interlocking block 3 of square the walking around smoothly of current 6 bottom water bodys that be unfavorable for advancing, the current drag power that causes block to bear is larger, the upper angled face of the tabular concrete interlocking block 4 of top rake square is conducive to walking around smoothly of current 6 bottom water bodys, be conducive to reduce drag force, but bottom reversed dip face is unfavorable for walking around smoothly of current 6 bottom water bodys, be unfavorable for reducing drag force, and produce the power being tilted on the reversed dip face of bottom, be unfavorable for the stable of interlocking segment, therefore the stability that the square tabular concrete interlocking block 4 of top rake is resisted flow action is improved limited than square tabular concrete interlocking block 3.The utility model interlocking segment 5 side views change into oblique lower straight, totally close to streamlined, be conducive to walking around smoothly of current 6 bottom water bodys, be conducive to reduce drag force, avoided the detrimental effect of the tabular concrete interlocking block 4 bottom reversed dip faces of top rake square, thus than prior art significantly improved interlocking segment resist flow action stability.
The test of thing mould and Fluent digital-to-analogue show, it is 2.06m/s that the utility model interlocking segment 5 that under 1m depth condition, thickness 0.2m, length and width are 1m is arranged edge-critical graph unstability flow velocity, the 1.7m/s that is the tabular concrete interlocking block 4 of square of 0.4m than thickness 0.2m, length and width increases by 21%, and the 1.86m/s that is the tabular concrete interlocking block 3 of top rake square of 0.48m than thickness 0.2m, length and width increases by 10.7%.
Claims (6)
1. an interlocking segment soft raft, comprise and arranging and interlocking segment, it is characterized in that: interlocking segment be shaped as top rake square tabular or square tabular, cuboid is tabular, monolithic length is more than or equal to 4.5 with the ratio of its thickness, monolithic width is more than or equal to 3 with the ratio of its thickness.
2. a kind of interlocking segment soft raft according to claim 1, is characterized in that: interlocking segment monolithic length is more than or equal to 5 with the ratio of its thickness, and monolithic width is more than or equal to 5 with the ratio of its thickness.
3. a kind of interlocking segment soft raft according to claim 1 and 2, is characterized in that: interlocking segment material is plain concrete or steel concrete.
4. an interlocking segment soft raft, comprise and arranging and interlocking segment, it is characterized in that: interlocking segment side view is upper oblique lower straight, close to wedge shape, top is the inclined plane to interlocking segment center position, and the gradient is not suddenly in 1:1, and it is highly more than or equal to 50% of interlocking segment thickness, bottom is the plane perpendicular to interlocking segment bottom surface, and it is highly less than or equal to 50% of interlocking segment thickness; Interlocking segment monolithic length is more than or equal to 5 with the ratio of its thickness, and monolithic width is more than or equal to 5 with the ratio of its thickness.
5. a kind of interlocking segment soft raft according to claim 4, it is characterized in that: interlocking segment side view is upper oblique lower straight, top is the inclined plane to interlocking segment center position, the gradient is not suddenly in 1:1, it is highly more than or equal to 67% of interlocking segment thickness, bottom is the plane perpendicular to interlocking segment bottom surface, and it is highly less than or equal to 33% of interlocking segment thickness.
6. according to a kind of interlocking segment soft raft described in claim 4 or 5, it is characterized in that: interlocking segment material is plain concrete or steel concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420145905.3U CN203890956U (en) | 2014-03-28 | 2014-03-28 | Interlocking block soft mattress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420145905.3U CN203890956U (en) | 2014-03-28 | 2014-03-28 | Interlocking block soft mattress |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203890956U true CN203890956U (en) | 2014-10-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420145905.3U Withdrawn - After Issue CN203890956U (en) | 2014-03-28 | 2014-03-28 | Interlocking block soft mattress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203890956U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN105696521A (en) * | 2015-06-04 | 2016-06-22 | 吉林久盛生态环境科技股份有限公司 | Building block shaped like Chinese character 'qu', sinking mattress system of building blocks shaped like Chinese character 'qu' and construction method of sinking mattress system of building blocks shaped like Chinese character 'qu' |
| CN107938594A (en) * | 2017-12-01 | 2018-04-20 | 中交第二航务工程局有限公司 | Deep water mixing dike construction method |
-
2014
- 2014-03-28 CN CN201420145905.3U patent/CN203890956U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN103953000B (en) * | 2014-03-28 | 2019-09-03 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN105696521A (en) * | 2015-06-04 | 2016-06-22 | 吉林久盛生态环境科技股份有限公司 | Building block shaped like Chinese character 'qu', sinking mattress system of building blocks shaped like Chinese character 'qu' and construction method of sinking mattress system of building blocks shaped like Chinese character 'qu' |
| CN107938594A (en) * | 2017-12-01 | 2018-04-20 | 中交第二航务工程局有限公司 | Deep water mixing dike construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141022 Effective date of abandoning: 20190903 |
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| AV01 | Patent right actively abandoned |