CN109356172A - Plate column type combined member and its construction method suitable for slope greening - Google Patents
Plate column type combined member and its construction method suitable for slope greening Download PDFInfo
- Publication number
- CN109356172A CN109356172A CN201811108063.3A CN201811108063A CN109356172A CN 109356172 A CN109356172 A CN 109356172A CN 201811108063 A CN201811108063 A CN 201811108063A CN 109356172 A CN109356172 A CN 109356172A
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- slope
- column
- prefabricated board
- side slope
- convex platform
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention provides a kind of board-like counterfort virescence structure of column, construction is simple is made economical and beautiful.The plate column type combined member includes the venetian blind type barricade being located on the outside of side slope and is filled in banketing between venetian blind type barricade and side slope；Venetian blind type barricade includes more and moves towards the column being distributed at regular intervals and the plural layer prefabricated board being arranged between two adjacent columnss along side slope, each column anchors into side slope slopes by multilayer anchor pole, the left and right sides wall of each column forms a plurality of positioning convex platforms having a down dip to side slope side from top to bottom, the tilt angle of positioning convex platform is 30 °~60 °, laterally opposed flush of adjacent columns and the positioning convex platform that sets forms inclination shelf brackets, inclination shelf brackets offer is supported in prefabricated board, so that the multilayer prefabricated board of parallel arrangement tilts down towards side slope and forms frame trough between the layers from bottom to top, by banketing to form greenbelt in frame trough.
Description
Technical field
The invention belongs to civil construction project technical fields, and in particular to the plate column type combined member suitable for slope greening
And its construction method.
Background technique
Currently, often relating to a large amount of slope supporting technical problem in building, traffic, gardens and hydraulic engineering construction.
As environmental protection and ecological protection consciousness improve, conventional concrete, the masonry marshallings retaining structure such as grout block piece stone afforest skill
Art is more and more concerned, and has made great progress.But for side slope of rising steeply, since ratio of slope is restricted by landform, stone-laying gear
Wall and gunite concrete are still the main body of basal slope protection " albefaction ", very intractable on greening treatment.Therefore, abrupt slope rate how is allowed
The green space that protection works reserve " ventilative " to rock slope is no doubt particularly significant.
How to make to rise steeply and stronger slope reinforcement, safety, economy and implement more convenient, how slope retaining to be made both to meet work
Journey safety requirements meets again can afforest requirement, this is the current important goal for adapting to national environmental protection policy.According to patent retrieval knot
Fruit, the current technology in relation to Eco-Design and construction technology is still extremely limited to, for the substantial design of slope ecological recovery
It is still very in short supply with arrangement and method for construction.Through inquiring, abrupt slope ecological protection technology patent common at present is as follows:
The Chinese patent of Publication No. CN1512011 proposes a kind of layered web formula reinforced gabion gear for slope reinforcement
Wall, the technical solution have it is good can greening function；But the service life of reinforced gabion is limited, galvanizing steel stone
For cage technology according to China's national situation, cost is fairly expensive.
The Chinese patent of Publication No. CN101298780 proposes a kind of high light anchorage cable pile panel wall and its construction method,
It is technically characterized in that is made of stake, breast boards and prestress anchorage cable and banketing, and anchor cable is connect with stake by connector, banket and
It is breast boards between stake.Relatively heavy in view of pilework, face has stringent insert depth requirement, construction safety control over the ground
System requires height, and dimensional structure is relatively bulky, influences beauty, to be improved.
The Chinese patent of Publication No. CN 201581411U proposes a kind of inclined inserting sheet pile wall, and feature mainly includes
The components such as anchor pile, breast boards, flange plate, reinforcing bar, the anchor pile that inclined inserting sheet pile wall is erect by several is constituted, in anchor pile
Between it is evenly distributed from the bottom to top have several pieces of angle-inserting type breast boards, it is empty that plantation greening is formed between neighbouring breast boards
Between, the embedded bar in each piece of breast boards is connected as one with the reinforcing bar in anchoring stake body, and baffle and anchor pile use
Cast-in-place connection type is implemented and inconvenient, and is unfavorable for breast boards replacement processing in maintenance.Moreover, pilework is relatively stupid
Weight, face has stringent insert depth requirement over the ground, and dimensional structure is relatively bulky, influences beauty.
The Chinese patent of publication number CN203129157 U is developed by the technical team that I dominates, and proposes one kind at that time
For the grid type beam slab combined member of abrupt slope greening, the ground beam uses i shaped cross section, and oblique cutting plate vertical supporting relies on angle
Steel and bolt, the obvious wretched insufficiency of durability.And ground beam uses non-rectangle sketch plate using I-shaped and oblique cutting plate,
Construction is extremely inconvenient.
In American-European and Japan, the guard technology for also thering is more supporting and retaining system to combine with greening at present, such as by international monopoly technology
The Ecological Retaining Wall of the Japan " Ji Ao " of protection, the Ecological Retaining Wall of Italian MACCAFERRI company, SUREBLOCK company of the U.S.
Ecological block etc., but Master Cost is relatively high, involves great expense.It is therefore proposed that one kind is economical and effective, can replace completely
The ecological vestige of stone-laying barricade is necessary.
Summary of the invention
For above-mentioned technical problem present in the prior art, the object of the present invention is to provide be suitable for slope greening
Plate column type combined member, construction is simple makes economical and beautiful.The plate column type combined member includes hundred be located on the outside of side slope
Leaf window barricade and it is filled in banketing between venetian blind type barricade and side slope；Venetian blind type barricade includes more and walks along side slope
To the column being distributed at regular intervals and the plural layer prefabricated board being arranged between two adjacent columnss, each column passes through more
Layer anchor pole anchors into side slope slopes, and the left and right sides wall of each column forms a plurality of convexes having a down dip to side slope side from top to bottom
Platform, the tilt angle of positioning convex platform are 30 °~60 °, laterally opposed flush of adjacent columns and the positioning convex platform that sets forms inclination and puts
Grillage, inclination shelf brackets offer is supported in prefabricated board, so that the multilayer prefabricated board of parallel arrangement is downward towards side slope from bottom to top
Frame trough is tilted and formed between the layers, passes through in frame trough and bankets to form greenbelt.Ensure greenbelt from the frame trough
It prevents to banket while leaning out retaining wall to leak out from the frame trough of prefabricated board.
Preferably, the positioning convex platform includes a positioning supporting part and a positive stops, which is mentioned
For being supported in prefabricated board, which is formed in positioning supporting part and forms limit to prefabricated board towards the side of side slope.
Preferably, more root post intervals are uniformly distributed, so that the horizontal spacing of adjacent columns is roughly the same.
Preferably, the locking anchor pole on the column is the reserved exposed junction of the anchor pole for side slope anchoring temporarily, or
By the anchor pole spreading of side slope anchoring temporarily and secure lock column.
Preferably, the tilt angle of positioning convex platform is 30 °~60 °, so that prefabricated board tilts 30 °~60 ° towards side slope.
Preferably, the positioning convex platform is formed by reinforced concrete cast-in-situ or precast assembly.
Preferably, the prefabricated board is rectangular panel.
Preferably, the column is cast-in-place or prefabricated stand column.
Preferably, the column is cast-in-place column；It is highly preferred that the cross section of the cast-in-place column is rectangular section.
Preferably, the transverse upright spacing of adjacent two root posts is slightly larger than the length of prefabricated board.
Preferably, should accurately determine the position of column alien invasion, the column by surveying and locating in slope surface installation
Interior facade and slope surface between suitably keep 20cm or more spacing；The spacing is kept on the one hand to advantageously account for column and bumps not
On the other hand the adaptability problem of flat slope surface can facilitate anchor pole (rope) to pass through reserving hole and the locking of column.
Preferably, prefabricated column uses and positioning convex platform integrated precast, the column back side and slope surface are using cast-in-place mixed
Solidifying soil be filled it is closely knit, as leveling bed course.Column once uses precast assembly, and can effectively promote the barricade is to apply
Work assembled speed is conducive to save the duration.
It is a further object to provide the construction method of anchoring type counterfort virescence described above mechanism, feature exists
In: the construction method includes the following steps:
1) excavation slope from top to bottom sets anchor pole step by step from top to bottom, completes slope stability anchor measure；
2) ground is flattened, moves towards casting column and positioning convex platform basis along side slope；
3) column and positioning convex platform are poured, after maintenance molding, column simultaneously uses reserved anchor rod anchored locking；
4) first layer prefabricated board is placed from bottom to top from slope foot, prefabricated board is put according to positioning convex platform along 30 °~60 ° inclination angles
It puts, prefabricated board is inclined to slope surface, then bankets in frame trough by design requirement；Slope foot panels outside also needs suitably to fill out simultaneously
Soil, can avoid banketing in frame trough by appropriate back-pressure squeezes out from slope foot；
5) step 4) is repeated, prefabricated board is placed in layering, and layering is banketed, until wall top.
6) transplanted plantlet and grass seeds of sowing grass seeds by duster in each layer frame trough.
The present invention overcomes the existing abrupt slopes of Highways ' side slope to afforest recovery technology problem, on traditional anchorage technology basis
On, propose flap type, can quick prefabricated combined member that is assembled, can afforesting；Oblique cutting plate is by the prefabricated life of factory normalization
It produces, light structure, cost, easy for construction and efficient, structure is reliable, safety, is combined by it with column, can be slope surface
A series of grid spaces afforested are created, by the greening of undershrub on flowerpot and akala, the high gradient slope slope surface can be allowed to be in
The ecoscape now to grow green and fresh, body of masonry can be ideally hidden under akala and undershrub.And its project cost with
Stone-laying barricade under similar geological conditions, than similar height is more economical, safer, and the effectively save land used of energy reduces environmental disruption,
With good ecological benefits and economic benefit.
Therefore the present invention is that engineering site construction creates easy mounting technology, while for abrupt slope protection works provide through
Ji, safety, light and handy, beautiful Ecological recovery technology scheme.
Detailed description of the invention
Fig. 1 is the front view of the plate column type combined member provided by the invention suitable for slope greening；
Fig. 2 is the top view of the plate column type combined member provided by the invention suitable for slope greening；
Fig. 3 is the side projection figure of positioning convex platform provided by the invention and prefabricated board；
Fig. 4 is the I-I sectional schematic diagram of Fig. 1；
Fig. 5 is the II-II sectional schematic diagram of Fig. 1；
Fig. 6 is the IV-IV sectional schematic diagram of Fig. 3；
Fig. 7 is the V-V sectional schematic diagram of Fig. 1；
Fig. 8 is the schematic cross-sectional view of prefabricated board.
Specific embodiment
Below according to attached drawing, the present invention will be described in detail.
Embodiment 1
As shown in Figure 1, being suitable for the plate column type combined member of slope greening, should be combined suitable for the plate column type of slope greening
Component includes the venetian blind type barricade A being located on the outside of the side slope and B that bankets being filled between venetian blind type barricade and side slope；
Venetian blind type barricade A have frame trough 20, the transplanted plantlet that bankets sow grass seeds by duster grass seeds formed greenbelt C, greenbelt from venetian blind type keep off
It is stretched out in the frame trough 20 of wall, a series of grid spaces afforested can be created for slope surface, by undershrub on flowerpot and climbed
The greening of rattan can allow high gradient slope slope surface to be presented the ecoscape that grows green and fresh, body of masonry can by chance be hidden in akala and
(Fig. 4 and Fig. 5 is referred to) under undershrub；
Wherein, venetian blind type barricade includes more along the side slope column 1 that is spaced apart of trend and in adjacent two root posts
Between the plural layer prefabricated board 2 arranged, each column 1 passes through prefabricated anchor pole 2 from side slope and reinforces, it is to be understood that should
The only column 1 that pours of venetian blind type barricade on construction ground pours, and the prefabricated board 2 used is the prefabricated life of factory normalization
It produces, it is only necessary to be carried to predetermined position；In addition, traditional retaining wall is firstly the need of by bluff；And in this hair
In bright, column is cast on the outside of side slope, i.e., is not close to slope surface, specifically, in slope surface installation, surveying and locating standard should be passed through
The position for determining column alien invasion, so as to suitably keep 20cm or more spacing between the interior facade and slope surface of column；Keeping should
On the other hand on the one hand spacing advantageously accounts for the adaptability problem of column Yu rough slope surface can facilitate anchor pole (rope)
Reserving hole and locking across column.
Column is vertically oriented, and the depth of burying (be in the present embodiment only 0.4m) of the column in underground is only conventional ecology gear
The half depth of wall, compared with traditional retaining wall, which, which not only reduces the excavation degree of side slope and reduce, excavates mark
Standard protects ecosystem side slope, and ground depth as shallow, as shown in Fig. 2, column anchors into side slope slopes by multilayer anchor pole；And side slope
Irregular excavation face it is then hidden on rear side of green vegetation, greatly reducing construction intensity and construction cost while improves gear
The landscape function of cob wall.As shown in Figure 1, in order to which the prefabricated board 2 of shutter to be located between adjacent two root posts 1, the present invention
Inventor the left and right sides wall of each column 1 is poured or is precast from top to bottom it is a plurality of to the inclined positioning in side slope side
Boss 31,32, as shown in figure 3, the tilt angle of positioning convex platform 3 towards side slope is 30 °~60 °, it is to be understood that such as Fig. 1
Shown, the positioning convex platform that adjacent columns (11,12) transverse direction left and right is set relatively forms multilayer inclination shelf brackets 30 from top to bottom, often
Layer inclination shelf brackets 30 shelve one piece of prefabricated board 2, and the inclination offer of shelf brackets 30 is supported in prefabricated board 2, in this way, parallel from bottom to top
The multilayer prefabricated board 2 of arrangement forms frame trough 20 towards side slope run-off the straight between the layers, it is ensured that greenbelt can be from
The frame trough 20 leans out retaining wall, and in addition being obliquely installed for prefabricated board 2 prevents to banket to leak out from the frame trough 20 of prefabricated board 2.
As preferable embodiment, more root posts 1 move towards interval along side slope and are uniformly distributed, so that adjacent columns
11,12 horizontal spacing is roughly the same, the prefabricated board of adapted specification of the same race unified in this way, will not be because of the ruler of prefabricated board
Very little Different Effects construction speed；Construction speed is greatly improved.
The present invention utilizes the anchoring of column 1 and side slope, and specific anchoring is formed and can be realized by the following method: the column
Anchor pole 5 by anchoring into side slope is fixed, and the locking anchor pole on column is the reserved outer of the anchor pole for side slope anchoring temporarily
Reveal end, or by the anchor pole spreading of side slope anchoring temporarily and 51 column of secure lock.
The present inventor has carried out multiple practice, as a result confirms the (ginseng when the tilt angle of positioning convex platform 3 is 45 °
Examine Fig. 3), prefabricated board 2 tilts 45 ° towards side slope, at this point, the effect of earth-retaining is as protrusion.
Provided by the present invention for shelving the positioning convex platform 3 of prefabricated board 2 by reinforced concrete cast-in-situ or precast assembly shape
At；Different from existing angle steel bolt fixing method, positioning convex platform provided by the invention is not needed prefabricated board and column one by one
It is fixed, it is only necessary to prefabricated board is hoisted to positioning convex platform 3 using lifting machine；In the present invention, such as Fig. 3 and Fig. 5 institute
Show, the positioning convex platform 3 includes a positioning supporting part 33 and a positive stops 34, and the positioning supporting part 33 offer is supported in
Prefabricated board 2, i.e. 33 top of positioning supporting part is placed for prefabricated board, and the positive stops 34 are formed in positioning supporting part direction
The side of side slope forms prefabricated board 2 and limits, and obstructs the slope surface of its out-of-flatness simultaneously, and wherein positive stops can be a gear
Thus plate 34, block or other position limiting structures can solve as long as can be realized prefabricated board strong fix in positioning supporting part
Certainly the uneven bring of slope excavating influences, it is ensured that prefabricated board is size normalised, realizes and keeps between prefabricated board and side slope
Reasonable space, being conducive to banket connection up and down and promotes greenbelt effect.In the present embodiment, as shown in fig. 6, it is of the invention
The positioning supporting part 33 of offer has a diagonal brace 331 and takes shape in the platform 332 on diagonal brace, and specific structure form is common
The forms such as bracket.
Wherein, in the present embodiment, as shown in Figure 7 and Figure 8, the prefabricated board 2 is rectangular panel；Rectangular panel is as oblique
Plate is tilted towards side slope, and rectangular panel places more firm and be more suitable for lattice of the invention compared with the panel of other shapes
Grid slot.
Wherein, column can may be prefabricated stand column for cast-in-place column, in the present embodiment, using cast-in-place column.Institute
The cross section for stating cast-in-place column is rectangular section, and entire column is integrally in column form, pours foundation structure and simply entirely pours
Process is simple and easy, and construction time and difficulty are greatly improved compared with traditional retaining wall.
In the present invention, the horizontal spacing of adjacent two root posts is slightly larger than the transverse width of prefabricated board 2, in this way, prefabricated board
When being shelved on positioning convex platform, there are gaps between column, walk so that retaining wall provided by the invention is applicable not only to straight line
To side slope, the side slope of arc-shaped trend is still applicable in, the retaining wall scope of application is expanded.
The construction method of the board-like counterfort virescence structure of column provided by the invention includes the following steps:
1) excavation slope from top to bottom, sets anchor pole step by step from top to bottom, and interim bolt-spary supports 6 completes slope stability
Anchor measure；
2) ground is flattened, moves towards casting column and positioning convex platform basis along side slope；
3) column and positioning convex platform are poured, after maintenance molding, column simultaneously uses reserved anchor rod anchored locking；
4) first layer prefabricated board is placed from bottom to top from slope foot, prefabricated board is put according to positioning convex platform along 30 °~60 ° inclination angles
It puts, prefabricated board is inclined to slope surface, then bankets in frame trough by design requirement；Slope foot panels outside also needs suitably to fill out simultaneously
Soil, can avoid banketing in frame trough by appropriate back-pressure squeezes out from slope foot；
5) step 4) is repeated, prefabricated board is placed in layering, and layering is banketed, until wall top.
6) transplanted plantlet and grass seeds of sowing grass seeds by duster in each layer frame trough.
The board-like counterfort virescence structure of column provided by the invention, compared with publication CN203129157U, firstly, this hair
It is simple column form that basis is built in casting in open, and CN203129157U is I-shaped ground beam, therefore provided by the invention pours base
Plinth is more simple, and construction speed and cost are greatly improved, but the difference that only ground beam pours form is difficult to
It achieves the object of the present invention, it is on this basis, of the invention because the slope surface of out-of-flatness will be unfavorable for the positioning of oblique cutting rectangular slab
The positioning convex platform that inventor further provides for is instead of original angle steel and bolt components and makes giving up for complicated I-shaped ground beam
It becomes a reality, the positioning convex platform 3 includes a positioning supporting part 33 and a positive stops 34, which provides
It is supported in prefabricated board 2, i.e. 33 top of positioning supporting part is placed for prefabricated board, and the positive stops 34 are formed in positioning supporting part
Prefabricated board 2 is formed towards the side of side slope and is limited；In Specific construction, it is only necessary to which rectangular panel is hung to convex by lifting machine
Platform, the smart structural design of positioning convex platform, by rectangular panel is safe be shelved on positioning convex platform while avoid out-of-flatness
The containing that side slope surface puts rectangular panel, what is needed manually greatly reduces, and low cost.
Embodiment 2
The present embodiment is substantially the same manner as Example 1, only difference is that column uses prefabricated column, hangs having large size
Under the conditions of installing is standby, prefabricated column uses and positioning convex platform integrated precast, and column once uses precast assembly, can be effective
Ground promotes the construction assembled speed of the barricade, is conducive to save the duration；And anchor pole hole is reserved by column and is anchored in side slope,
It carries out prefabricated board installation again and is formed that barrier wall structure can be afforested.
The column back side and slope surface be filled using cast-in-place concrete it is closely knit, as leveling bed course.Such as when slope surface injustice
When whole, it can first implement sand finish or concrete leveling in the slope surface range that column is installed, then implement the installation of column.
Claims (10)
1. being suitable for the plate column type combined member of slope greening, it is characterised in that: the plate column type combined member includes being located in side
Venetian blind type barricade on the outside of slope and it is filled in banketing between venetian blind type barricade and side slope；Venetian blind type barricade includes more
Root is along the plural layer prefabricated board side slope column that is distributed at regular intervals of trend and be arranged between two adjacent columnss, and every
Column anchors into side slope slopes by multilayer anchor pole, and the left and right sides wall of each column is formed from top to bottom under a plurality of sides to side slope
The positioning convex platform to incline, the tilt angle of positioning convex platform are 30 °~60 °, laterally opposed flush of adjacent columns and the positioning convex platform that sets
Inclination shelf brackets are formed, inclination shelf brackets offer is supported in prefabricated board, so that the multilayer prefabricated board court of parallel arrangement from bottom to top
Frame trough is tilted down and formed between the layers to side slope, is passed through in frame trough and is banketed to form greenbelt.
2. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: the convex
Platform includes a positioning supporting part and a positive stops, and positioning supporting part offer is supported in prefabricated board, the positive stops
It is formed in positioning supporting part prefabricated board is formed towards the side of side slope and limit, it is ensured that every prefabricated board size is identical and prefabricated board
Specific distance is kept with side slope surface.
3. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: described more vertical
Column moves towards interval along side slope and is uniformly distributed, so that the horizontal spacing of adjacent columns is roughly the same.
4. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: on the column
Locking anchor pole be for side slope anchoring temporarily anchor pole reserved exposed junction, or by the anchor pole spreading of side slope anchoring temporarily and jail
Gu lock post.
5. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: positioning convex platform
Tilt angle is 30 °~60 °, so that prefabricated board tilts 30 °~60 ° towards side slope.
6. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: the convex
Platform is formed by reinforced concrete cast-in-situ or precast assembly.
7. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: the prefabricated board
For rectangular panel.
8. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: the column
20cm or more spacing is kept between interior facade and side slope；Preferably, the column is that cast-in-place or precast assembly forms；More preferably
Ground, column and positioning convex platform are using integral prefabricated；More preferably, the cross section of the cast-in-place column is rectangular section.
9. the plate column type combined member according to claim 6 suitable for slope greening, it is characterised in that: adjacent two vertical
The lateral intercolumniation of column is slightly larger than the length of prefabricated board.
10. a kind of construction method of the plate column type combined member suitable for slope greening, it is characterised in that: the construction method includes
Following steps:
1) excavation slope from top to bottom sets anchor pole step by step from top to bottom, completes slope stability anchor measure；
2) ground is flattened, moves towards casting column and positioning convex platform basis along side slope；
3) column and positioning convex platform are poured, after maintenance molding, column simultaneously uses reserved anchor rod anchored locking；
4) first layer prefabricated board is placed from bottom to top from slope foot, prefabricated board is put according to positioning convex platform along 30 °~60 ° inclination angles, in advance
Slope surface is inclined in making sheet, is then banketed in frame trough by design requirement；Slope foot panels outside also needs suitably to banket simultaneously, passes through
Appropriate back-pressure can avoid banketing in frame trough and squeeze out from slope foot；
5) step 4) is repeated, prefabricated board is placed in layering, and layering is banketed, until wall top.
6) transplanted plantlet and grass seeds of sowing grass seeds by duster in each layer frame trough.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811108063.3A CN109356172A (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member and its construction method suitable for slope greening |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811108063.3A CN109356172A (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member and its construction method suitable for slope greening |
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| CN109356172A true CN109356172A (en) | 2019-02-19 |
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| CN201811108063.3A Pending CN109356172A (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member and its construction method suitable for slope greening |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109695254A (en) * | 2019-03-07 | 2019-04-30 | 浙江交工集团股份有限公司 | A kind of road shoulder soil blocking component afforested and its construction method |
| CN109750689A (en) * | 2019-03-07 | 2019-05-14 | 浙江交工集团股份有限公司 | A kind of Study on Reinforced Embankments Using soil blocking component afforested and its construction method |
| CN110130369A (en) * | 2019-05-17 | 2019-08-16 | 安徽巨业景观建设有限公司 | A kind of rock side slope ecology reinforcement means |
| CN114263209A (en) * | 2021-12-27 | 2022-04-01 | 浙江交工集团股份有限公司 | Reusable assembly type greening retaining wall template system and assembly method |
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| CN110130369A (en) * | 2019-05-17 | 2019-08-16 | 安徽巨业景观建设有限公司 | A kind of rock side slope ecology reinforcement means |
| CN114263209A (en) * | 2021-12-27 | 2022-04-01 | 浙江交工集团股份有限公司 | Reusable assembly type greening retaining wall template system and assembly method |
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