CN108330908A - A kind of stacked shore protection bank protection building method and implementing process - Google Patents
A kind of stacked shore protection bank protection building method and implementing process Download PDFInfo
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- CN108330908A CN108330908A CN201710033294.1A CN201710033294A CN108330908A CN 108330908 A CN108330908 A CN 108330908A CN 201710033294 A CN201710033294 A CN 201710033294A CN 108330908 A CN108330908 A CN 108330908A
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- 238000000034 method Methods 0.000 title claims abstract description 76
- 239000004567 concrete Substances 0.000 claims abstract description 22
- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 239000004575 stone Substances 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 19
- 238000004873 anchoring Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000010008 shearing Methods 0.000 claims description 8
- 230000012010 growth Effects 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 239000002365 multiple layer Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 239000004746 geotextile Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000002699 waste material Substances 0.000 claims description 2
- 239000011159 matrix material Substances 0.000 claims 3
- 239000011150 reinforced concrete Substances 0.000 claims 3
- 238000005266 casting Methods 0.000 claims 2
- 239000011083 cement mortar Substances 0.000 claims 2
- 239000003292 glue Substances 0.000 claims 2
- -1 haydite Substances 0.000 claims 2
- 230000009545 invasion Effects 0.000 claims 2
- 239000002344 surface layer Substances 0.000 claims 2
- 244000025254 Cannabis sativa Species 0.000 claims 1
- 239000003124 biologic agent Substances 0.000 claims 1
- 230000001680 brushing effect Effects 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 239000003818 cinder Substances 0.000 claims 1
- 239000004927 clay Substances 0.000 claims 1
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000003864 humus Substances 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 239000003895 organic fertilizer Substances 0.000 claims 1
- 239000003973 paint Substances 0.000 claims 1
- 239000003415 peat Substances 0.000 claims 1
- 230000008635 plant growth Effects 0.000 claims 1
- 239000011178 precast concrete Substances 0.000 claims 1
- 239000002893 slag Substances 0.000 claims 1
- 241000894007 species Species 0.000 claims 1
- 239000000126 substance Substances 0.000 claims 1
- 239000010455 vermiculite Substances 0.000 claims 1
- 229910052902 vermiculite Inorganic materials 0.000 claims 1
- 235000019354 vermiculite Nutrition 0.000 claims 1
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 150000001875 compounds Chemical class 0.000 abstract 1
- 239000000945 filler Substances 0.000 abstract 1
- 238000011084 recovery Methods 0.000 abstract 1
- 238000009331 sowing Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000000280 densification Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 238000005755 formation reaction Methods 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/125—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Wood Science & Technology (AREA)
- Revetment (AREA)
Abstract
The present invention discloses a kind of stacked side slope building method and implementing process, belongs to the new process new method in the fields such as ecological recovery, civil engineering and hydraulic engineering.Stacked side slope building method and implementing process use geotechnical grid for boundary and reinforcement material, use earth and stone material and concrete for filler material, by anchor measure so that the vertical type barricade of newly-increased position and old hardening is combined closely, innovative the past plane of changing is used using geotechnical grid for three-dimensional compound shear structure cylinder superposition.Either old rigid, hard wall shore protection bank protection or newly-built wall shore protection bank protection after the completion of engineering measure, can obtain good shear resistance, anti-current water washes away naughty erosion ability, have good security function.Meanwhile the plant of sowing or transplanting grows out out of stacked side slope construction so that stacked side slope construction has good ecological benefits again.
Description
Technical field
Patent of the present invention belongs to Ecological Restoration Project, civil engineering, hydraulic engineering technical field.Stacked shore protection bank protection structure
Making method and implementing process, some requirements have in the restoration of the ecosystem of hard protection engineering body and the vertical planting of city trees and shrubs etc.
Stronger corrosion resistance restores vegetation and the ecosystem again or facade condition is high steep or even vertical, and cannot be used
Conventional greening and planting measures engineering position have good applicability, the especially ecology to rigid, hard vertical type barricade
It repairs, and for creating retaining wall, newly-built revetment bank protection with novelty.
Background technology
Different periods of history in past, the mankind have built with rigid materials such as block stone, concrete and have been largely used to earth-retaining, prevent
Big vast, erosion-resistant engineering measure.These engineering measures have good safety benefit, but are unable to growing plant, visually also mistake
In stiff, stiff.Stacked shore protection bank protection building method and implementing process directly can carry out ecology to these engineering measures and repair
It is multiple, it avoids removing a large amount of building wastes of newly-built generation and consumes unnecessary resource, also save construction fund.Stacked shore protection
Bank protection building method and implementing process can also substitute these engineering measures, reach safety benefit and environmental benefit takes into account this mesh
's.
Invention content
Stacked shore protection bank protection building method and implementing process are using common geotechnical grid in civil engineering, hydraulic engineering
For basic component, a trapezoidal reinforcement is formed by way of being layered heap and building geotechnical grid and placement in layers concrete, earth and stone material
Soil structured body reaches earth-retaining, water blocking, erosion-resistant effect.It can also be protected by anchoring piece and oneself existing rigid, hard shore protection
Slope anchor connection forms a trapezoidal reinforced earth knot for having vegetation growth condition in already present rigid, hard shore protection bank protection
Structure.
Figure of description explanation
Fig. 1：A kind of stacked shore protection bank protection building method and implementing process schematic diagram, wherein：
Fig. 1-1 directly on the basis of be laid with stacked shore protection bank protection organigram；
Fig. 1-2 shore protection bank protection schematic diagrames on the basis of hard rigid
Filling process schematic diagram in Fig. 1-3 geotechnical grids
Fig. 2：The multiple-layer stacked building method of geotechnical grid and the stepped configuration schematic diagram of implementing process
Fig. 3：The multiple-layer stacked building method of geotechnical grid and the vertical type organigram of implementing process
Fig. 4：The binding method schematic diagram of interconnection anchoring implementing process between opposite upper and lower structures
Fig. 5：The anchor pole method schematic diagram of interconnection anchoring implementing process between opposite upper and lower structures
Fig. 6：Shearing resistance reinforcement building method and implementing process bury schematic diagram
Fig. 7：Shearing resistance reinforcement building method and implementing process excavate drilling and bury underground foundation schematic diagram
Fig. 8：Anti-erosion structure portion implementing process schematic diagram
In figure：1. geotechnical grid；
2. anti-erosion formations；
3. vegetation growth hypothallus and graded stuffing
4. anti-filter geotextiles；
5. anchor part between opposite upper and lower structures；
6. lashing part between opposite upper and lower structures；
7. geotechnical grid reinforcement concrete foundation and geotechnical grid reinforcement earth foundation；
8. excavating pre- embedded shearing resistance reinforcement structure backfill coagulating cement earth foundation in advance；
9. shearing resistance reinforcement structural member；
10. the anchor part combined with rigid, hard wall shore protection bank protection.
Plant
Specific implementation mode 1
Present embodiment is applicable in for old rigid, hard wall shore protection slope protection ecologic reparation
Implementation steps 1：It is unfolded, is laid with and position first layer geotechnical grid, anchor is used with old rigid, hard wall shore protection
Gu nail, anchor rod are attached, Fig. 1-2.
Implementation steps 2：Lower digging, bore operation acquisition foundation pit (hole), and embedded reinforcing bar, hollow steel pipe, PVC are carried out to ground
Pipe inner sleeve reinforcing bar and reinforcing bar bind cylindrical component, vertically in merging excavation, the foundation pit (hole) drilled through.
Implementation steps 3：Joints cement concrete vibrates, flattens closely knit, solidified strong, completion pours basis and cylindricality
The setting of shear structure is embedding, Fig. 7.
Implementation steps 4：Second layer geotechnical grid is unfolded, it is interspersed from the top of cylindricality shear structure, it is smooth to be placed on the
On one layer of basis, it is attached using anchor studs, anchor rod with old rigid, hard wall shore protection after positioning.
Implementation steps 5：Backfill soil-stone material enters in the cell compartment of geotechnical grid, and rolls, rams densification reality.
Implementation steps 6：Concrete dynamic modulus concrete is poured in the cell compartment of the geotechnical grid of vertical free face.
Implementation steps 7：Sowed in the work surface for be parallel to earth's surface draft, shrub seed.
Implementation steps 8：Geotextiles are laid in the work surface for be parallel to earth's surface.
Implementation steps 9：It repeats step 4-8 to implement third layer and be repeated from bottom to top successively, until reaching practical need
The elevation wanted.
Implementation steps 10：Appropriate watering is good to vegetation growth.
Specific implementation mode 2
Present embodiment is applicable in for newly-built environmental wall shore protection bank protection
Implementation steps 1：It is unfolded, is laid with and positions first layer geotechnical grid.
Implementation steps 2：Lower digging, bore operation acquisition foundation pit (hole), and embedded reinforcing bar, hollow steel pipe, PVC are carried out to ground
Pipe inner sleeve reinforcing bar and reinforcing bar bind cylindrical component, vertically in merging excavation, the foundation pit (hole) drilled through, Fig. 7.
Implementation steps 3：Joints cement concrete vibrates, flattens closely knit, solidified strong, obtained basis and cylindricality shearing resistance
The setting of structure is embedding, Fig. 6, Fig. 7, Fig. 8.
Implementation steps 4：Second layer geotechnical grid is unfolded, it is interspersed from the top of cylindricality shear structure, it is smooth to be placed on the
It is positioned on one layer of basis.
Implementation steps 5：Backfill soil-stone material enters in the cell compartment of geotechnical grid, and rolls, rams densification reality.
Implementation steps 6：Concrete dynamic modulus concrete is poured in the cell compartment of the geotechnical grid of vertical free face.
Implementation steps 7：Sowed in the work surface for be parallel to earth's surface draft, shrub seed.
Implementation steps 8：Geotextiles are laid in the work surface for be parallel to earth's surface.
Implementation steps 9：It repeats step 4-8 to implement third layer and be repeated from bottom to top successively, until reaching practical need
The elevation wanted.
Claims (14)
1. a kind of stacked shore protection bank protection building method and implementing process, it is characterised in that：(1) geotechnical grid reinforcement coagulation soil matrix
The building method and implementing process of plinth；(2) the multiple-layer stacked building method and implementing process of geotechnical grid；(3) phase up and down relatively
Interconnection between adjacent bed structure anchors implementing process；(4) the combination anchor of geotechnical grid and rigid, hard wall shore protection bank protection
The building method and implementing process of implementing process Gu (5) vegetation growth matrix fill；(6) building method of graded stuffing and implementation
Technique；(7) shearing resistance reinforcement building method and implementing process；(8) between level anti-filter building method and implementing process；(9) extensive
The method and implementing process of multiple vegetation；(10) anti-erosion building method and implementing process.
2. the building method and implementing process of geotechnical grid reinforcement concrete foundation according to claim 1 is characterized by
On soil property, native horsestone, stone matter and concrete surface, it is laid with geotechnical grid, fixing glue is hammered into perpendicular to basal plane, it also can be perpendicular to
Basal plane hammers into fixing anchor bar, is positioned.Then casting concrete and vibrate, be compacted, solidified it is strong after, formation contains geotechnique
The basis for the reinforced-concrete structure that cell compartment is integrated, Fig. 7.
3. the building method and implementing process of geotechnical grid reinforcement concrete foundation according to claim 1, feature is also
It is that the basis for containing the earth structure that geotechnical grid is integrated can be formed with constructing soil, building stones and soil-stone material.
4. the multiple-layer stacked building method and implementing process of geotechnical grid according to claim 1 are determined it is characterized in that being laid with
After position geotechnical grid and casting concrete complete foundation structure, it is laid with second layer geotechnical grid at an upper portion thereof, perpendicular to basal plane
Hammer into fixing glue, fixing anchor bar can also be hammered into perpendicular to basal plane, positioned, be then filled with concrete, can also insert soil,
Building stones and soil-stone material, are then compacted, and are sequentially overlapped heap base, reach concrete engineering actual demand height；Each superimposed layer phase
Is done by staged and is retreated for its underpart structure and is implemented, bottom-up formation stepped configuration (Fig. 2)；The angle of multiple-layer stacked can be with
Ground vertical (Fig. 3) extremely arbitrarily devised demand angle.
5. the interconnection between neighbouring layer structure according to claim 1 anchors implementing process it is characterized in that water
Using improving bud grafting connection anchoring (Fig. 4) between gentle neighbouring geotechnical grid；Relatively next layer between upper and lower structures
The embedded anchor pole of appearing of structure, interconnection anchoring (Fig. 5) is carried out to opposite last layer structure.
6. interconnection anchoring implementing process between opposite upper and lower structures according to claim 1 it is further characterized in that
May be used rammer, hit, anchor pole is squeezed into next layer of structure relatively by bore mode from opposite last layer structure, realize and be connected with each other anchor
(Gu Fig. 5).
7. its spy of the combination anchoring implementing process of geotechnical grid according to claim 1 and rigid, hard wall shore protection bank protection
Sign is by connected nail, anchor studs, anchor rod, cement mortar, cement concrete and cementing agent that geotechnical grid is hard with rigidity
The connection anchoring of matter wall shore protection bank protection, Fig. 1-2.
8. the building method and implementing process of vegetation growth matrix fill according to claim 1 will be it is characterized in that will fit
Close the bases such as the required loam of plant growth, organic fertilizer, active biological agent, peat, humus, water-keeping material, vermiculite
Substance is single according to specific needs and is applied in combination, and is respectively filled in from bottom to top after mix is uniform among each layer of structure space,
Then grinding compacting.
9. graded stuffing building method according to claim 1 and implementing process it is characterized in that by graded broken stone, gravel,
It is respectively filled in from bottom to top in each layer of structure after clay one kind and combination, and grinding compacting.
10. shearing resistance reinforcement building method according to claim 1 and implementing process add it is characterized in that, carrying out geotechnical grid
When reinforced concrete basis is implemented, by etc. be longer than the reinforcing bar of final structures height and vertically pour fixation, complete pre-plugged；Reinforcing bar
Brushing antirust paint, housing pvc pipe, and joints cement mortar and concrete in pvc pipe can be used, form anticorrosive reinforced concrete
Column vertical is poured again after earth pillar body and is fixed in geotechnical grid reinforcement concrete foundation, pre-plugged is completed；Shearing resistance reinforcement
Component runs through entire stacked shore protection bank protection with integrally-built implementation and constructs (Fig. 6) from bottom to top.
11. the building method and implementing process of anti-filter are it is characterized in that adjacent between level according to claim 1
It is laid with geotextiles between upper and lower double-layer structure.
12. the method according to claim 1 for restoring vegetation and implementing process are it is characterized in that grass seeds, Shrub Species are sowed
In vegetation growth hypothallus and graded stuffing position.
13. anti-erosion building method according to claim 1 and implementing process are concrete dynamic modulus concreting to exist
In the cell compartment of the alien invasion surface layer geotechnical grid of stacked shore protection bank protection construction (Fig. 8).
Cement concrete is poured, is broken 14. anti-erosion building method according to claim 1 and implementing process also reside in
Stone, haydite, pre-cast concrete block, slag, spoil, cinder, building waste are a kind of and multiple combinations are filled in stacked shore protection bank protection
In the cell compartment of the alien invasion surface layer geotechnical grid of construction (Fig. 8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710033294.1A CN108330908A (en) | 2017-01-18 | 2017-01-18 | A kind of stacked shore protection bank protection building method and implementing process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710033294.1A CN108330908A (en) | 2017-01-18 | 2017-01-18 | A kind of stacked shore protection bank protection building method and implementing process |
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| Publication Number | Publication Date |
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| CN108330908A true CN108330908A (en) | 2018-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710033294.1A Pending CN108330908A (en) | 2017-01-18 | 2017-01-18 | A kind of stacked shore protection bank protection building method and implementing process |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117364737A (en) * | 2023-11-02 | 2024-01-09 | 交科院环境科技(北京)有限公司 | Protection structure and protection method for grass planting slope |
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|---|---|---|---|---|
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117364737A (en) * | 2023-11-02 | 2024-01-09 | 交科院环境科技(北京)有限公司 | Protection structure and protection method for grass planting slope |
| CN117364737B (en) * | 2023-11-02 | 2024-03-22 | 交通运输部科学研究院 | Protection structure and protection method for grass planting slope |
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Application publication date: 20180727 |