CN106087858B - A kind of retaining wall building system of tsunami preventing and flood damage - Google Patents
A kind of retaining wall building system of tsunami preventing and flood damage Download PDFInfo
- Publication number
- CN106087858B CN106087858B CN201610488476.3A CN201610488476A CN106087858B CN 106087858 B CN106087858 B CN 106087858B CN 201610488476 A CN201610488476 A CN 201610488476A CN 106087858 B CN106087858 B CN 106087858B
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- CN
- China
- Prior art keywords
- retaining wall
- interlock bracket
- triangle
- triangle interlock
- concrete column
- Prior art date
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- 238000004062 sedimentation Methods 0.000 claims abstract description 29
- 239000002689 soil Substances 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 230000003628 erosive effect Effects 0.000 abstract description 6
- 108090000623 proteins and genes Proteins 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 230000002045 lasting effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 206010057249 Phagocytosis Diseases 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000001624 hip Anatomy 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008782 phagocytosis Effects 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of tsunami preventing and the retaining wall building systems of flood damage, including triangle interlock bracket, retaining wall is formed by building multiple row triangle interlock bracket in the multilayer triangle interlock bracket and horizontal direction being vertically connected in the vertical direction, concrete column is equipped at triangle interlock bracket center, and the concrete column bottom is buried in river levee, multigroup sedimentation block group is uniformly provided between the concrete column and triangle interlock bracket, it is that trapezoidal sedimentation block stacked in multi-layers forms that the sedimentation block group, which is multiple vertical sections, the sedimentation block group, grittiness and sandy soils are filled and led up in gap between concrete column and triangle interlock bracket, after retaining wall lower part is corroded by tidewater, sedimentation block group and triangle interlock bracket are filled up therewith sinking and are etched region.Retaining wall can be under the erosion of flood or Tsunami disaster in the present invention, the retaining wall Collapse Accidents caused by the structure sinking of retaining wall itself is possible to avoid gene basis from collapsing.
Description
Technical field
The present invention relates to a kind of building system of retaining wall more particularly to the retaining walls of a kind of tsunami preventing and flood damage
Building system.
Background technology
Flood floods are a kind of multiple natural calamities, often bring the huge damage of lives and properties.Whenever flood
It attacks, people's flood-fighting, shoveling takes mud to build sand pocket, increases river levee Jiang Di.This just consume a large amount of human and material resources and
Time, and often also as having little time to construct anti-flood wall and cause disaster.In addition, this soil piled up and sand pocket are again temporarily
Gradual loss slowly, is attacked until next flood, and such flood-fighting is had to recur once again.It not yet develops so far
Effective preventive measure or engineering method, and its disaster is increasingly increasing, now, the world can not find and can ensure that by natural calamity everywhere
The region of safety.In particular, submarine earthquake and people can only be helpless when tsunami phagocytosis low coast, and the place that tsunami is passed through
The corpse for being connected with the trace or people applied all can not find, and disaster degree is very big, and can hardly restore as former state.
Invention content
The purpose of the present invention is to provide a kind of tsunami preventing and the retaining wall building systems of flood damage, can be in flood
Under the erosion of water or Tsunami disaster, being sunk by the rock-steady structure of retaining wall itself may cause to avoid gene basis from collapsing
Retaining wall Collapse Accidents, to solve the problems, such as that the above-mentioned prior art is insufficient.
To achieve the above object, the present invention adopts the following technical scheme that：
The retaining wall building system of a kind of tsunami preventing and flood damage, including triangle interlock bracket, by vertical
Side is built up multiple row triangle interlock bracket in the multilayer triangle interlock bracket and horizontal direction being vertically connected with and forms earth-retaining
Wall, is equipped with concrete column at triangle interlock bracket center, and the concrete column bottom is buried in river levee, the concrete column
Multigroup sedimentation block group is uniformly provided between triangle interlock bracket, the sedimentation block group is that multiple vertical sections are trapezoidal sink
Drop block stacked in multi-layers forms, and grittiness and sand are filled and led up in gap between the sedimentation block group, concrete column and triangle interlock bracket
Soil layer settles block group and triangle interlock bracket is filled up therewith sinking and is etched area after retaining wall lower part is corroded by tidewater
Domain.
Preferably, triangle interlock bracket adjacent on the vertical direction is embedding by card slot set on adjacent surface and grab
Button connection.
Preferably, triangle interlock bracket adjacent in the horizontal direction is solid in the horizontal direction by slot and plug
It is fixed, and sunk in the vertical direction with the sinking of lower layer's triangle interlock bracket by slot and plug.
Preferably, the concrete column horizontal cross-section is circle.
Preferably, the retaining wall horizontal cross-section is trapezoidal.
Preferably, the triangle interlock bracket is that high-strength corrosion-resistant loses steel, and the sedimentation block is concrete segment.
The beneficial effects of the present invention are the structure of retaining wall has preferable stability and lasting impact resistance, works as sea
Make a whistling sound or when pluvial erosion river levee, by the sinking of multigroup sedimentation block and triangle interlock bracket, have in the vertical direction compared with
Good interlocking effect, and it is that trapezoidal shell stacked in multi-layers forms to settle block, can keep preferable steady when fighting lasting erosion
It is qualitative, by being continuously added sedimentation block and triangle interlock bracket reinforcement of retaining wall, make the anti-howl flood fighting effect of retaining wall more
Significantly, and with reduction flood fighting cost, effects that are more environmentally friendly and saving goods and materials.
Description of the drawings
Fig. 1 is a kind of horizontal cross-section schematic diagram of the retaining wall of tsunami preventing and flood damage of the present invention；
Fig. 2 be a kind of tsunami preventing and flood damage of the present invention retaining wall in the vertical section of sedimentation block group show
It is intended to；
Fig. 3 be a kind of tsunami preventing and flood damage of the present invention retaining wall in sedimentation block vertical section signal
Figure；
Fig. 4 is a kind of triangle interlock bracket of the retaining wall of tsunami preventing and flood damage of the present invention
It is vertically connected with structural schematic diagram；
Fig. 5 is a kind of triangle interlock bracket of the retaining wall of tsunami preventing and flood damage of the present invention
Horizontal connection structure schematic diagram；
Fig. 6 is the retaining wall use state diagram of a kind of tsunami preventing and flood damage of the present invention；
Wherein, 1-concrete column, 2-triangle interlock brackets, 3-sedimentation block groups, 4-gravels and sandy soils, 5-sedimentations
Block, 6-card slots, 7-grabs, 8-slots, 9-plugs, 10-river levees.
Specific implementation mode
To make the technical means, the creative features, the aims and the efficiencies achieved by the present invention be easy to understand, with reference to
Specific implementation mode, the present invention is further explained.
As shown in Figures 1 to 6, the retaining wall building system of a kind of tsunami preventing and flood damage, including triangle interlocking
Holder 2, by building multiple row triangle in the multilayer triangle interlock bracket 2 and horizontal direction being vertically connected in the vertical direction
Interlock bracket 2 forms retaining wall, concrete column 1 is equipped at 2 center of triangle interlock bracket, and 1 bottom of the concrete column is deep
It is embedded in river levee 10, multigroup sedimentation block group 3, the sedimentation block is uniformly provided between the concrete column 1 and triangle interlock bracket 2
Group 3 is that trapezoidal 5 stacked in multi-layers of sedimentation block forms for multiple vertical sections, the sedimentation block group 3, concrete column 1 and triangle connection
Grittiness and sandy soils 4 are filled and led up in gap between lock support 2, after retaining wall lower part is corroded by tidewater, sedimentation block group 3 and triangle
Shape interlock bracket 2 is filled up therewith sinking and is etched region.
In this example, as shown in figure 4, triangle interlock bracket 2 adjacent on the vertical direction is by being set to adjoining
The card slot 6 in face is connect with 7 buckle of grab, when lower retaining wall bottom is damaged by sea water intrusion, can be produced in the vertical direction
Raw linkage, makes the top structure of bottom breakage retaining wall sink, to realize the reinforcing of retaining wall.
In this example, as shown in figure 5, triangle interlock bracket 2 adjacent in the horizontal direction is by slot 8 and inserts
First 9 fix in the horizontal direction, and by slot 8 and plug 9 in the vertical direction with the sinking of lower layer's triangle interlock bracket 2
And sink so that it can be slided up and down by slot 8 and plug 9 between adjacent triangle interlock bracket 2 in horizontal direction,
There can be higher tensile strength in the horizontal direction again simultaneously, and resist the impact of tidewater.
In this example, 1 horizontal cross-section of the concrete column is circle.
In this example, the retaining wall horizontal cross-section is trapezoidal, and when fighting tidewater impact, two trapezoidal waists can have
Effect decomposes impact force, substantially increases the service life of retaining wall.
In addition, the triangle interlock bracket 2, which is high-strength corrosion-resistant, loses steel, the sedimentation block 5 is concrete segment, with gear
The use of cob wall, after the triangle interlock bracket and sedimentation block of bottom are etched, retaining wall integrally gradually can slowly sink, and lead to
Triangle interlock bracket 2, concrete column 1 and the combination for settling block 5 are crossed, makes retaining wall bottom that there is very strong bending strength.
Based on above-mentioned, retaining wall of the present invention has preferable stability, when tsunami or pluvial erosion river levee,
By the sinking of multigroup sedimentation block 3 and triangle interlock bracket 2, there is preferable interlocking effect in the vertical direction, and settle
Block 3 is that 6 stacked in multi-layers of trapezoidal shell forms, and preferable stability can be kept when fighting lasting erosion, by being continuously added
Block 3 and 2 reinforcement of retaining wall of triangle interlock bracket are settled, keeps the anti-howl flood fighting effect of retaining wall more notable, and with reduction
Flood fighting cost, effect that is more environmentally friendly and saving goods and materials.
It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, above-described embodiment and explanation
Merely illustrating the principles of the invention described in book, without departing from the spirit and scope of the present invention, the present invention also has
Various changes and modifications, these changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention
It is defined by the appending claims and its equivalent thereof.
Claims (4)
1. the retaining wall building system of a kind of tsunami preventing and flood damage, which is characterized in that including triangle interlock bracket
(2), by building multiple row triangle in the multilayer triangle interlock bracket (2) and horizontal direction being vertically connected in the vertical direction
Interlock bracket (2) forms retaining wall, and concrete column (1), and the concrete column are equipped at triangle interlock bracket (2) center
(1) bottom is buried in river levee (10), and multigroup sedimentation is uniformly provided between the concrete column (1) and triangle interlock bracket (2)
Block group (3), the sedimentation block group (3) are that multiple vertical sections are that trapezoidal sedimentation block (5) stacked in multi-layers forms, the sedimentation block
Grittiness and sandy soils (4) are filled and led up in gap between group (3), concrete column (1) and triangle interlock bracket (2), when under retaining wall
After portion is corroded by tidewater, sedimentation block group (3) and triangle interlock bracket (2) are filled up therewith sinking and are etched region；
Adjacent triangle interlock bracket (2) passes through the card slot (6) and grab (7) buckle set on adjacent surface on the vertical direction
Connection, the card slot (6) are parallel with triangle interlock bracket (2) bottom surface with the grab (7) direction；
Adjacent triangle interlock bracket (2) is solid in the horizontal direction by slot (8) and plug (9) in the horizontal direction
It is fixed, and sunk in the vertical direction with the sinking of lower layer's triangle interlock bracket (2) by slot (8) and plug (9), it is described
Slot (8) and plug (9) direction are parallel with the side of triangle interlock bracket (2).
2. the retaining wall building system of a kind of tsunami preventing according to claim 1 and flood damage, which is characterized in that institute
It is circle to state concrete column (1) horizontal cross-section.
3. the retaining wall building system of a kind of tsunami preventing according to claim 1 and flood damage, which is characterized in that institute
It is trapezoidal to state retaining wall horizontal cross-section.
4. the retaining wall building system of a kind of tsunami preventing according to claim 3 and flood damage, which is characterized in that institute
It is that high-strength corrosion-resistant loses steel to state triangle interlock bracket (2), and the sedimentation block (5) is concrete segment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610488476.3A CN106087858B (en) | 2016-06-28 | 2016-06-28 | A kind of retaining wall building system of tsunami preventing and flood damage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610488476.3A CN106087858B (en) | 2016-06-28 | 2016-06-28 | A kind of retaining wall building system of tsunami preventing and flood damage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087858A CN106087858A (en) | 2016-11-09 |
| CN106087858B true CN106087858B (en) | 2018-07-13 |
Family
ID=57214982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610488476.3A Active CN106087858B (en) | 2016-06-28 | 2016-06-28 | A kind of retaining wall building system of tsunami preventing and flood damage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087858B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356090B (en) | 2018-11-14 | 2024-03-01 | 广东省水利水电科学研究院 | Triangular modularized ecological sea wall |
| CN109457676B (en) * | 2018-11-28 | 2021-05-25 | 重庆交通大学 | Annular town building system for coping with future sea level rising and tidal wave resistance |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2670474Y (en) * | 2003-10-24 | 2005-01-12 | 庄继昌 | Blocks for building up walls by joggling |
| CN101113593A (en) * | 2006-07-28 | 2008-01-30 | 黎彪钦 | Trussed-beam roomage embankment and wall structure |
| CN103443362A (en) * | 2010-08-17 | 2013-12-11 | Kgc株式会社 | Retaining wall construction system for preventing tsunamis and flood damages and construction method thereof |
| CN104024531A (en) * | 2012-09-27 | 2014-09-03 | 柳兴植 | System for building concrete truss-type retaining wall for protection against strong earthquake, tsunami or tornado, and method for building same |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101521438B1 (en) * | 2014-09-02 | 2015-05-21 | 유흥식 | Interlocking block for assembling triangle unit structure and Method for constructing drainage retaining wall to prevent landsliding using the same |
-
2016
- 2016-06-28 CN CN201610488476.3A patent/CN106087858B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2670474Y (en) * | 2003-10-24 | 2005-01-12 | 庄继昌 | Blocks for building up walls by joggling |
| CN101113593A (en) * | 2006-07-28 | 2008-01-30 | 黎彪钦 | Trussed-beam roomage embankment and wall structure |
| CN103443362A (en) * | 2010-08-17 | 2013-12-11 | Kgc株式会社 | Retaining wall construction system for preventing tsunamis and flood damages and construction method thereof |
| CN104024531A (en) * | 2012-09-27 | 2014-09-03 | 柳兴植 | System for building concrete truss-type retaining wall for protection against strong earthquake, tsunami or tornado, and method for building same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087858A (en) | 2016-11-09 |
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