CN106836274A - A kind of drystone formula regeneration concrete ecology retaining wall block and its construction method - Google Patents
A kind of drystone formula regeneration concrete ecology retaining wall block and its construction method Download PDFInfo
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- CN106836274A CN106836274A CN201710083561.6A CN201710083561A CN106836274A CN 106836274 A CN106836274 A CN 106836274A CN 201710083561 A CN201710083561 A CN 201710083561A CN 106836274 A CN106836274 A CN 106836274A
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- 239000004567 concrete Substances 0.000 title claims abstract description 30
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 230000008929 regeneration Effects 0.000 title claims abstract description 16
- 238000011069 regeneration method Methods 0.000 title claims abstract description 16
- 230000004224 protection Effects 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 239000011449 brick Substances 0.000 claims description 12
- 238000006073 displacement reaction Methods 0.000 claims description 12
- 239000000203 mixture Substances 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 8
- 235000013311 vegetables Nutrition 0.000 claims description 5
- 239000004035 construction material Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
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- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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Abstract
The invention discloses a kind of drystone formula regeneration concrete ecology retaining wall block and its construction method, building block is the integrative-structure that head, block body and block tail are constituted of building from left to right being sequentially connected, the downward projection for building head is in octagon, the downward projection for building body is square, and the downward projection for building tail is in isosceles trapezoid；Build left part in head and be provided with full groove；The front and rear both sides for building head are provided with first half groove of block of indent；Build centriciput and be provided with circular opening；The front and rear both sides for building body are provided with the groove of block body half of indent, and the right upper portion for building tail is provided with square protruding block；Reserved steel bar hole is respectively equipped between first half groove of block, between the block groove of body half；The invention further relates to the construction technology of this recycled concrete block.The present invention is widely used in tall and big embankment or building slope protection works, and it has low cost, utilization rate high, convenient carrying and builds the features such as building, save construction material, be easy to construction.
Description
Technical field
The invention belongs to building, hydraulic engineering technical field, and in particular to a kind of drystone formula regeneration concrete ecology earth-retaining
Wall building block and its construction method, are a kind of green, energy-conservation, the recycled concrete block of consumption reduction, are widely used in tall and big embankment
Or building slope protection works.
Background technology
Now with the development of Building Trade in China, the demand to cement, sandstone is also increasing, need to largely cut into a mountain for quarrying
Washed the sand with picking up, heavy damage ecological environment.And, some regional high-quality natural aggregates of China had become in the last few years
Exhaustion, the material for using need to transport for long-distance from other places, not only increase the cost of building products, also aggravate the pollution of environment.
At the same time, the discharge capacity of waste material of buildings increasingly increases, and waste and old concrete accounts for 30%~50%, in order to realize energy-saving and emission-reduction, increases
The utilization rate of big building waste, the utilization of regeneration concrete is more and more extensive.The low cost of regeneration concrete, utilization rate are high, and
And intensity is higher, heat-insulating property is good, and environmentally safe, is more satisfactory building block raw materials for production.
Meanwhile, in recent years, China is required for using retaining wall, but these retaining wall block weight in many engineerings
Greatly, low cost, influences project progress.And with the enhancing of people's environmental consciousness and economic strength, will to slope protection block function
Seek more and more higher.The present invention for meeting different hillside forms, invent hereby by the convenient, functional requirement such as beautify the environment of mating formation
This drystone formula regeneration concrete ecology retaining wall block.
The content of the invention
It is an object of the invention to provide a kind of environmentally friendly drystone formula regeneration concrete ecology retaining wall block.Overcome cost
The problems such as high, environmental pollution is serious, waste and old concrete utilization rate is low, project progress is slow, realizes energy-saving and emission-reduction, meets different bank protections
Form condition, mat formation it is convenient.The functional requirement such as beautify the environment.
To reach above-mentioned target, the solution of proposition is：A kind of drystone formula regeneration concrete ecology retaining wall block, be
The block head being from left to right sequentially connected（1）, build body（2）With block tail（3）The integrative-structure of composition, it is characterized in that, build head（1）Bow
It is in octagon depending on projection, builds body（2）Downward projection it is square, build tail（3）Downward projection be in isosceles trapezoid；Build head
（1）Interior left part is provided with full groove（4）, full groove（4）It is the square three-way groove of vertical direction；Build head（1）Front and rear both sides be provided with indent
Build first half groove（5）；Build head（1）Middle part is provided with circular opening（9）；Build body（2）Front and rear both sides be provided with the groove of block body half of indent
（6）, build tail（3）Right upper portion be provided with square protruding block（7）；Build first half groove（5）Between, build the groove of body half（6）Between set respectively
There is reserved steel bar hole（8）；Square protruding block（7）The length of side be slightly less than full groove（4）The length of side；Building block head adjacent in the horizontal plane
Tail is inverted, just matching splicing between building block.
Based on a kind of above-mentioned drystone formula regeneration concrete ecology retaining wall block, its construction method is：First in level side
It is used up the building block to assemble, adjacent building block is inverted end to end, splicing is matched between building block, one is formed in same level
Layer, and build the steel that tail limits the changing of the relative positions that adjacent block builds head, the quantity set up according to building block and span selection appropriate length
Muscle, in reserved steel bar hole（8）Interior perforated rebar simultaneously reserves certain extended length, so as to be tied up in building block group both sides lateral bending folding
Gu.Assemble in vertical direction again, building block spelling is connected to two ways in vertical direction：Vertical splicing and inclined splicing；It is vertical
Formula splicing is to utilize building head（1）The full groove of upper setting（4）With build tail（3）The protruding block of upper setting（7）Mutually agree with, build up and down
The block group fissure of displacement is overlapped；Inclined splicing is to utilize building tail（3）The protruding block of upper setting（7）With first half groove of block（5）With the block groove of body half
（6）The groove of composition mutually agrees with, upper and lower building block group fissure of displacement overlap joint.Circular opening finally is distributed with block interiors, bankets and plants
By seed.And then the gravity of increase retaining wall, so as to increase the resistance of retaining wall.Beautification is played while material-saving
The effect of environment.
Above-mentioned vertical concatenation construction step is as follows：
1., in factory's special die, identical building block is made using regenerated aggregate concrete.
2. building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, right
Building block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, in reserved steel bar hole（8）
Interior perforated rebar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending.
3. after building block is assembled in groups, job site is transported to.According to the form of vertical bank protection, vertical block is selected to build, first
Circular opening is hooked on using the lifting crotch of crane（9）The reinforcing bar for appearing at place, lifts first group of building block group.Then is carried out
Two groups of splicing, hanging method is consistent with first group, but is utilized when building by laying bricks or stones in block head（1）The full groove of upper setting（4）With build tail
（3）The protruding block of upper setting（7）Mutually agree with, upper and lower building block group fissure of displacement overlap joint is positioned and fixed to building block, is quickly hung
Dress.
4. hereafter repeat according to previous step, until reaching required height.
5. after completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, in circular opening（9）
Inside sow vegetable seeds.
Inclined concatenation construction step is as follows：
1., in factory's special die, identical building block is made using regenerated aggregate concrete.
2. building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, right
Building block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, in reserved steel bar hole（8）
Interior perforated rebar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending.
3. after building block is assembled in groups, job site is transported to.According to the form for inclining bank protection, selection inclined is built and is built, first
Circular opening is hooked on using the lifting crotch of crane（9）The reinforcing bar for appearing at place, lifts first group of building block group.Then is carried out
Two groups of splicing, hanging method is consistent with first group, but when inclination bank protection is built by laying bricks or stones, to utilize and build tail（3）Upper setting it is convex
It is bittiness（7）With first half groove of block（5）With the block groove of body half（6）The groove of composition mutually agrees with, upper and lower building block group fissure of displacement overlap joint, and building block is entered
Row is positioned and fixed.
4. hereafter repeat according to previous step, until reaching required height.
5. after completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, in circular opening（9）
Inside sow vegetable seeds.
The present invention has an advantageous effect in that compared with prior art：
1. raw material use Aggregate of recycled concrete.Low cost, utilization rate are high, and intensity is higher, and heat-insulating property is good, and
It is environmentally safe.
2. building block lighter in weight, shape is universal.It is convenient to carry and build base.
3. mutually agreed with by protruding block groove between building block, without mortar, save construction material, it is easy to construct, operation letter
Just.
4. the circular opening of block interiors, can plant vegetation, and being that building block is firm with bank protection face combines.Increase retaining wall
Resistance, play a part of to beautify the environment while material-saving.It is also prevented from soil erosion simultaneously.
5. it is combined with protruding block using groove between upper and lower building block, realizes that monoblock type is assembled.The setting of reinforced hole makes phase
The globality enhancing after elongated reinforcing bar is placed between adjacent building block, it is convenient to construct, and stability is strong.
6. the perforated rebar in reserved steel bar hole, reinforcing bar appears at circular opening, the hook of convenient lifting crotch.
7. have a wide range of application.Earth-retaining building block composition retaining wall build mainly for supporting natural slope, Roadbed Soil
And shore protection slope soil, it is widely used in tall and big embankment or building slope protection works.
Brief description of the drawings
Fig. 1 is the axonometric drawing of drystone formula recycled concrete block.
The vertical retaining wall axonometric drawing that Fig. 2 is built into by drystone formula recycled concrete block.
The inclined retaining wall axonometric drawing that Fig. 3 is built into by drystone formula recycled concrete block.
In figure：1st, head is built, 2, build body, 3, build tail, 4, full groove, 5, build first half groove, 6, build the groove of tail half, 7, protruding block, 8, pre-
Stay reinforced hole, 9, circular opening.
Specific embodiment：
Below in conjunction with instantiation, the invention will be further described.
As shown in figure 1, a kind of drystone formula regeneration concrete ecology retaining wall block, is the block head being from left to right sequentially connected
（1）, build body（2）With block tail（3）The integrative-structure of composition, it is characterized in that, build head（1）Downward projection be in octagon, build body
（2）Downward projection it is square, build tail（3）Downward projection be in isosceles trapezoid；Build head（1）Interior left part is provided with full groove（4）, entirely
Groove（4）It is the square three-way groove of vertical direction；Build head（1）Front and rear both sides be provided with first half groove of block of indent（5）；Build head（1）Middle part
It is provided with circular opening（9）；Build body（2）Front and rear both sides be provided with the groove of block body half of indent（6）, build tail（3）Right upper portion be provided with
Square protruding block（7）；Build first half groove（5）Between, build the groove of body half（6）Between be respectively equipped with reserved steel bar hole（8）；Square protruding block
（7）The length of side be slightly less than full groove（4）The length of side；Adjacent building block in the horizontal plane is inverted end to end, and just matching is spelled between building block
Connect.
Build head（1）Downward projection be in octagon, the length of side is 250mm.Build body（2）Downward projection it is square, side
A length of 250mm.Build tail（3）Downward projection be in isosceles trapezoid, upper bottom be 250mm, it is 600mm to go to the bottom, a height of 175mm.Full groove
（4）Square, the length of side is 100mm, is arranged along axis, is arranged on block head（1）Position, from block head（1）Top 30mm.Half groove is in
Rectangle, length of side 100mmx50mm, along building block side arrangement, builds first half groove（5）It is arranged on block head（1）Position and the block groove of body half（6）
Build body（2）Position, from block head（1）Top 175mm, and from block tail（3）Bottom 175mm.Protruding block（7）Also it is square, the length of side
95mm, arranges along axis, is arranged on block tail（3）Position, from block tail（3）Bottom 30mm.
Based on a kind of above-mentioned drystone formula regeneration concrete ecology retaining wall block, its construction method is：First in level side
It is used up the building block to assemble, adjacent building block is inverted end to end, splicing is matched between building block, one is formed in same level
Layer, and build the steel that tail limits the changing of the relative positions that adjacent block builds head, the quantity set up according to building block and span selection appropriate length
Muscle, in reserved steel bar hole（8）Interior perforated rebar simultaneously reserves certain extended length, so as to be tied up in building block group both sides lateral bending folding
Gu.Assemble in vertical direction again, building block spelling is connected to two ways in vertical direction：Vertical and inclined；As shown in Fig. 2
Vertical is to utilize building head（1）The full groove of upper setting（4）With build tail（3）The protruding block of upper setting（7）Mutually agree with, upper and lower building block
Group fissure of displacement overlap joint；As shown in figure 3, inclined is to utilize building tail（3）The protruding block of upper setting（7）With first half groove of block（5）With block body
Half groove（6）The groove of composition mutually agrees with, upper and lower building block group fissure of displacement overlap joint.Circular opening finally is distributed with block interiors（9）, fill out
Soil and vegetation seed.
Vertical retaining wall construction procedure is as follows：
1., in factory's special die, identical building block is made using regenerated aggregate concrete.
2. building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, right
Building block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, in reserved steel bar hole（8）
Interior perforated rebar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending.
3. after building block is assembled in groups, job site is transported to.According to the form of vertical bank protection, vertical block is selected to build, first
Circular opening is hooked on using the lifting crotch of crane（9）The reinforcing bar for appearing at place, lifts first group of building block group.Then is carried out
Two groups of splicing, hanging method is consistent with first group, but is utilized when building by laying bricks or stones in block head（1）The full groove of upper setting（4）With build tail
（3）The protruding block of upper setting（7）Mutually agree with, upper and lower building block group fissure of displacement overlap joint is positioned and fixed to building block, is quickly hung
Dress.
4. hereafter repeat according to previous step, until reaching required height.
5. after completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, in circular opening（9）
Inside sow vegetable seeds.
Inclined retaining wall construction procedure is as follows：
1., in factory's special die, identical building block is made using regenerated aggregate concrete.
2. building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, right
Building block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, in reserved steel bar hole（8）
Interior perforated rebar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending.
3. after building block is assembled in groups, job site is transported to.According to the form for inclining bank protection, selection inclined is built and is built, first
Circular opening is hooked on using the lifting crotch of crane（9）The reinforcing bar for appearing at place, lifts first group of building block group.Then is carried out
Two groups of splicing, hanging method is consistent with first group, but when inclination bank protection is built by laying bricks or stones, to utilize and build tail（3）Upper setting it is convex
It is bittiness（7）With first half groove of block（5）With the block groove of body half（6）The groove of composition mutually agrees with, upper and lower building block group fissure of displacement overlap joint, and building block is entered
Row is positioned and fixed.
4. hereafter repeat according to previous step, until reaching required height.
5. after completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, in circular opening（9）
Inside sow vegetable seeds.
Above is representative instance of the invention, implementation not limited to this of the invention, are not departing from the premise of present inventive concept
Under, some simple deduction or replace can also be made, should all be considered as belonging to protection scope of the present invention.
Claims (4)
1. a kind of drystone formula regeneration concrete ecology retaining wall block, is the block head being from left to right sequentially connected（1）, build body（2）
With block tail（3）The integrative-structure of composition, it is characterized in that, build head（1）Downward projection be in octagon, build body（2）Vertical view throw
Shadow is square, builds tail（3）Downward projection be in isosceles trapezoid；Build head（1）Interior left part is provided with full groove（4）, full groove（4）For vertical
The square three-way groove in direction；Build head（1）Front and rear both sides be provided with first half groove of block of indent（5）；Build head（1）Middle part is provided with circular opening
（9）；Build body（2）Front and rear both sides be provided with the groove of block body half of indent（6）, build tail（3）Right upper portion be provided with square protruding block
（7）；Build first half groove（5）Between, build the groove of body half（6）Between be respectively equipped with reserved steel bar hole（8）；Square protruding block（7）The length of side
It is slightly less than full groove（4）The length of side；Adjacent building block in the horizontal plane is inverted end to end, just matching splicing between building block.
2. a kind of construction method of the drystone formula regeneration concrete ecology retaining wall block being based on described in claim 1, its feature
It is that its construction method is：First assembled using the building block in the horizontal direction, adjacent building block is inverted end to end, between building block
Matching splicing, one layer is formed in same level, and builds the changing of the relative positions that tail limits adjacent block block head, is set up according to building block
Quantity and span select the reinforcing bar of appropriate length, and perforated rebar and certain extended length is reserved in reserved steel bar hole, so as to
Can roll over strapped in building block group both sides lateral bending；Assemble in vertical direction again, building block spelling is connected to two kinds of sides in vertical direction
Formula：Vertical splicing and inclined splicing；Vertical splicing is to utilize the full groove set on block head and building the protruding block of setting on tail
Mutually agree with, upper and lower building block group fissure of displacement overlap joint；Inclined splicing is to utilize the protruding block set on block tail and build first half groove and block body
The groove of half groove composition mutually agrees with, upper and lower building block group fissure of displacement overlap joint；Circular opening finally is distributed with block interiors, bankets and plants
By seed.
3. a kind of construction method of the drystone formula regeneration concrete ecology retaining wall block being based on described in claim 2, its feature
It is that described vertical concatenation construction step is as follows：
（1）In factory's special die, identical building block is made using regenerated aggregate concrete；
（2）Building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, to building
Block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, are passed through in reserved steel bar hole
Logical reinforcing bar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending；
（3）After building block assembly in groups, job site is transported to；According to the form of vertical bank protection, vertical block is selected to build, first profit
The reinforcing bar for appearing at circular opening is hooked on the lifting crotch of crane, first group of building block group is lifted；Then second group is carried out
Splicing, hanging method is consistent with first group, but using building the full groove that is set on head and building the convex of setting on tail when building by laying bricks or stones
Bittiness phase is agreed with, upper and lower building block group fissure of displacement overlap joint, building block is positioned and is fixed, and carries out fast hoisting；
（4）Hereafter repeat according to previous step, until reaching required height；
（5）After completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, sowed in circular opening
Vegetable seeds.
4. a kind of construction method of the drystone formula regeneration concrete ecology retaining wall block being based on described in claim 2, its feature
It is that described inclined concatenation construction step is as follows：
（1）In factory's special die, identical building block is made using regenerated aggregate concrete；
（2）Building block is assembled into one group, after being inverted end to end using adjacent block when building by laying bricks or stones, adjacent two building block engages each other, to building
Block is positioned and fixed, and the quantity and span set up according to building block select the reinforcing bar of appropriate length, are passed through in reserved steel bar hole
Logical reinforcing bar simultaneously reserves certain extended length, so as to roll over strapped in building block group both sides lateral bending；
（3）After building block assembly in groups, job site is transported to；According to the form for inclining bank protection, selection inclined is built and is built, first with
The lifting crotch of crane is hooked on the reinforcing bar for appearing at circular opening, lifts first group of building block group；Then second group is carried out
Splicing, hanging method is consistent with first group, but when inclination bank protection is built by laying bricks or stones, to utilize the protruding block set on block tail and build head
Half groove mutually agrees with the groove for building the groove of body half composition, upper and lower building block group fissure of displacement overlap joint, building block is positioned and is fixed；
（4）Hereafter repeat according to previous step, until reaching required height；
（5）After completing the assembling of whole retaining wall, banketed in remaining groove or fill out suitable aggregate, plant is sowed in circular opening
Species.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710083561.6A CN106836274B (en) | 2017-02-16 | 2017-02-16 | Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof |
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|---|---|---|---|
| CN201710083561.6A CN106836274B (en) | 2017-02-16 | 2017-02-16 | Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof |
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| CN106836274B CN106836274B (en) | 2023-01-06 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593527A (en) * | 2020-12-04 | 2021-04-02 | 沈徐彬 | Hydraulic engineering cantilever ecological hydraulic retaining wall structure |
| KR102238975B1 (en) * | 2020-12-14 | 2021-04-12 | 최성영 | Terrace type planting block for slope recovery and reinforce |
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Cited By (2)
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| CN112593527A (en) * | 2020-12-04 | 2021-04-02 | 沈徐彬 | Hydraulic engineering cantilever ecological hydraulic retaining wall structure |
| KR102238975B1 (en) * | 2020-12-14 | 2021-04-12 | 최성영 | Terrace type planting block for slope recovery and reinforce |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106836274B (en) | 2023-01-06 |
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