CN209129007U - Plate column type combined member suitable for slope greening - Google Patents
Plate column type combined member suitable for slope greening Download PDFInfo
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- CN209129007U CN209129007U CN201821554633.7U CN201821554633U CN209129007U CN 209129007 U CN209129007 U CN 209129007U CN 201821554633 U CN201821554633 U CN 201821554633U CN 209129007 U CN209129007 U CN 209129007U
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- slope
- type combined
- combined member
- column type
- side slope
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Abstract
The utility model provides a kind of plate column type combined member suitable for slope greening, and construction is simple is made economical and beautiful.It bankets between the plate column type combined member and side slope, the plate column type combined member includes the more root posts for moving towards to be spaced apart along side slope, column anchors into side slope slopes by multilayer anchor pole, is equipped with multilayer prefabricated board between adjacent columns from top to bottom, forms frame trough between multilayer prefabricated board.
Description
Technical field
The utility model belongs to civil construction project technical field, and in particular to the plate column type suitable for slope greening combines
Component.
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, 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.
Utility model content
For above-mentioned technical problem present in the prior art, the purpose of this utility model is to provide be suitable for side slope
The plate column type combined member of greening, construction is simple are made economical and beautiful.It is filled out between the plate column type combined member and side slope
Soil, the plate column type combined member include the more root posts for moving towards to be spaced apart along side slope, and column anchors into side slope by multilayer anchor pole
Slopes are equipped with multilayer prefabricated board between adjacent columns from top to bottom, form frame trough between multilayer prefabricated board.
Preferably, column is equipped with a plurality of positioning convex platforms for rolling oblique 30 °~60 ° towards side slope from top to bottom, it is located at
The positioning convex platform of adjacent columns is laterally opposed and sets, to form plural layer for shelving prefabricated board inclination shelf brackets.
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.
It is uniformly distributed preferably, more root posts move towards interval along side slope, so that the horizontal spacing of adjacent columns is big
It causes identical.
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 positioning convex platform is formed by reinforced concrete cast-in-situ or precast assembly.
Preferably, the prefabricated board is rectangular panel.
Preferably, the lateral intercolumniation of the adjacent columns is slightly larger than the length of prefabricated board.
Preferably, the cross section of the column is rectangular section.
Preferably, the positioning convex platform tilts 45 ° towards side slope.
The utility model overcomes the existing abrupt slope greening recovery technology problem of Highways ' side slope, in traditional anchorage technology
On the basis of, propose flap type, can quick prefabricated combined member that is assembled, can afforesting；Oblique cutting plate is pre- by factory normalization
System production, light structure, cost, easy for construction and efficient, structure is reliable, safety, is combined by it with column, Ke Yiwei
Slope surface creates a series of grid spaces afforested, and by the greening of undershrub on flowerpot and akala, can allow high gradient slope slope
The ecoscape to grow green and fresh is presented in face, and body of masonry can be ideally hidden under akala and undershrub.And its engineering is made
Valence and the stone-laying barricade under similar geological conditions, than similar height are more economical, safer, and the effectively save land used of energy reduces environment
It destroys, there is good ecological benefits and economic benefit.
Therefore the utility model is that engineering site construction creates easy mounting technology, while providing for abrupt slope protection works
Economic, 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 utility model suitable for slope greening；
Fig. 2 is the top view of the plate column type combined member provided by the utility model suitable for slope greening；
Fig. 3 is the side projection figure of positioning convex platform provided by the utility model 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
The utility model is described in detail below according to attached drawing.
As shown in Figure 1, being suitable for the plate column type combined member of slope greening, filled out between the plate column type combined member and side slope
Filled with the B that bankets, the shutter that plural groups are located on the outside of side slope should be formd suitable for the plate column type combined member of slope greening
Formula barricade A；Venetian blind type barricade A has a frame trough 20, and the transplanted plantlet that bankets grass seeds of sowing grass seeds by duster forms greenbelt C, and greenbelt is from hundred
It is stretched out in the frame trough 20 of leaf window barricade, a series of grid spaces afforested can be created for slope surface, by small on flowerpot
The greening of shrub and akala, can allow high gradient slope slope surface that the ecoscape to grow green and fresh is presented, and body of masonry can by chance be hidden
(Fig. 4 and Fig. 5 is referred to) under akala and undershrub；
It wherein, include the more columns 1 being spaced apart along side slope trend suitable for the plate column type combined member of slope greening
And the plural layer prefabricated board 2 arranged between adjacent two root posts, column 1 anchor into side slope slopes by multilayer anchor pole 5, it can be with
Understand, the only column 1 that pours of the plate column type combined member on construction ground pours, and the prefabricated board 2 used is factory
Standardize Prefabrication, it is only necessary to be carried to predetermined position；In addition, traditional retaining wall is firstly the need of whole by side slope
It is flat；And in the present invention, column is cast on the outside of side slope, i.e., is not close to slope surface, unified adapted specification of the same race
Prefabricated board, will not be because of the size Different Effects construction speed of prefabricated board；Column is vertically oriented, embedded depth of the column in underground
Degree (being in the present embodiment only 0.4m) is only the half depth of conventional Ecological Retaining Wall, compared with traditional retaining wall, the retaining wall
It not only reduces the excavation degree of side slope and reduces excavation standard, ecosystem side slope, and ground depth as shallow are protected, such as Fig. 2 institute
Show, column anchors into side slope slopes by multilayer anchor pole；And the irregular excavation face of side slope is then hidden on rear side of green vegetation, in pole
The landscape function of retaining wall is improved while big reduction construction intensity and construction cost.As shown in Figure 1, in order to by shutter
Prefabricated board 2 is located between adjacent two root posts 1, and the utility model people of the utility model is by the left and right sides wall of each column 1
Pour or precast from top to bottom it is a plurality of to the inclined positioning convex platform 31,32 in side slope side, as shown in figure 3,3 court of positioning convex platform
It is 30 °~60 ° to the tilt angle of side slope, it is to be understood that as shown in Figure 1, laterally left and right is opposite for adjacent columns (11,12)
And the positioning convex platform set forms the inclination shelf brackets 30 of multilayer parallel from top to bottom, every layer of inclination shelf brackets 30 shelve one piece it is prefabricated
Plate 2, the inclination offer of shelf brackets 30 is supported in prefabricated board 2, in this way, the multilayer prefabricated board 2 of parallel arrangement is towards side slope from bottom to top
Run-off the straight, and frame trough 20 is formed between the layers, it is ensured that greenbelt can lean out retaining wall from the frame trough 20, 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, and the size of such prefabricated board 2 is unitized, and construction speed is greatly improved；In addition, and on slope
When face is installed, the position of column alien invasion should be accurately determined by surveying and locating, so as to fit between the interior facade and slope surface of column
When holding 20cm or more spacing；The spacing is kept on the one hand to advantageously account for column and the adaptability of rough slope surface is asked
On the other hand topic can facilitate anchor pole (rope) to pass through reserving hole and the locking of column.
The utility model utilizes the anchoring of column 1 and side slope, and specific anchoring is formed and can be realized by the following method: described
Column is fixed by the anchor pole 5 for anchoring into side slope, and the locking anchor pole on column is the pre- of the anchor pole for side slope anchoring temporarily
Stay exposed junction, or by the anchor pole spreading of side slope anchoring temporarily and 51 column of secure lock.
The utility model people of the utility model has carried out multiple practice, as a result confirms that the tilt angle for working as positioning convex platform 3 is
(Fig. 3 is referred to) at 45 °, and prefabricated board 2 tilts 45 ° towards side slope, at this point, the effect of earth-retaining is as protrusion.
Positioning convex platform 3 provided by the utility model for shelving prefabricated board 2 is by reinforced concrete cast-in-situ or prefabricated spelling
Dress is formed；It is different from existing angle steel bolt fixing method, positioning convex platform provided by the utility model do not need by prefabricated board with
Column is fixed one by one, it is only necessary to prefabricated board are hoisted to positioning convex platform 3 using lifting machine；In the present invention,
As shown in Figure 3 and Figure 5, the positioning convex platform 3 includes a positioning supporting part 33 and a positive stops 34, the positioning support
The offer of part 33 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 and determine
Position supporting element forms prefabricated board 2 towards the side of side slope and limits, and obstructs the slope surface of its out-of-flatness simultaneously, wherein limit stops
Part can be a baffle 34, block or other position limiting structures, as long as can be realized prefabricated board strong fix in positioning supporting part
?；Thus the uneven bring of slope excavating, which can be solved, to be influenced, it is ensured that prefabricated board is size normalised, realize prefabricated board with
Reasonable space is maintained between side slope, is conducive to banket upper and lower connection and promotes greenbelt effect.In the present embodiment, as schemed
Shown in 6, positioning supporting part 33 provided by the utility model has a diagonal brace 331 and takes shape in the platform 332 on diagonal brace, tool
Body structural form is the forms such as common bracket.
Wherein, in the present embodiment, as shown in figure 8, the prefabricated board 2 is rectangular panel；Rectangular panel is as oblique cutting plate
It is tilted towards side slope, rectangular panel places lattice that are more firm and being more suitable for the utility model 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, in advance
When making sheet is shelved on positioning convex platform, there are gaps between column, so that retaining wall provided by the utility model is not only applicable in
In the side slope of straight line trend, 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 utility model 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 utility model, it is first compared with publication CN203129157 U
First, it is simple column form that the utility model, which pours basis, and CN203129157 U is I-shaped ground beam, therefore this is practical
Pouring for novel offer is basic more simple, and construction speed and cost are greatly improved, but only ground beam pours
The difference for building form is difficult to realize the purpose of this utility model, because the slope surface of out-of-flatness will be unfavorable for determining for oblique cutting rectangular slab
Position, on this basis, the positioning convex platform that the utility model people of the utility model further provides for is instead of original angle steel and spiral shell
Bolt components and complicated giving up for I-shaped ground beam is made to become a reality, the positioning convex platform 3 includes a positioning supporting part 33 and one
Positive stops 34, the positioning supporting part 33 offer are 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 and form limit to prefabricated board 2 towards the side of side slope；In Specific construction,
Only need lifting machine that rectangular panel is hung to positioning convex platform, the smart structural design of positioning convex platform is being put rectangular panel is safe
It sets and avoids the containing that out-of-flatness side slope surface puts rectangular panel while on positioning convex platform, what is needed manually subtracts significantly
It is few, and low cost.
It is provided in another embodiment in the utility model, in the case where having Large-scale Hoisting appointed condition, prefabricated column is adopted
With with positioning convex platform integrated precast, column once uses precast assembly, can effectively promote the assembled speed of construction of the barricade
Degree is conducive to save the duration；And by column reserve anchor pole hole be anchored in side slope, then carry out prefabricated board installation and formed can
Afforest barrier wall structure.The column back side and slope surface be filled using cast-in-place concrete it is closely knit, as leveling bed course.Such as work as slope surface
When out-of-flatness, 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, filled with for afforesting between the plate column type combined member and side slope
Banket, it is characterised in that: the plate column type combined member includes that more root posts for being spaced apart are moved towards along side slope, and column passes through more
Layer anchor pole anchors into side slope slopes, is equipped with multilayer between adjacent columns from top to bottom towards the inclined prefabricated board of side slope, multilayer is prefabricated
Frame trough is formed between plate.
2. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: column from upper and
Have it is a plurality of roll oblique 30 ° ~ 60 ° of positioning convex platform towards side slope, the positioning convex platform of adjacent columns is laterally opposed and sets, with
Form the inclination shelf brackets that plural layer is used to shelve prefabricated board.
3. the plate column type combined member according to claim 2 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 and limit is formed to prefabricated board towards the side of side slope.
4. 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.
5. 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.
6. the plate column type combined member according to claim 2 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: described adjacent vertical
The lateral intercolumniation of column is slightly larger than the length of prefabricated board.
9. the plate column type combined member according to claim 1 suitable for slope greening, it is characterised in that: the column is
Cast-in-place column；The cross section of the column is rectangular section.
10. the plate column type combined member according to claim 2 suitable for slope greening, it is characterised in that: the positioning
Boss tilts 45 ° towards side slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821554633.7U CN209129007U (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member suitable for slope greening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821554633.7U CN209129007U (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member suitable for slope greening |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209129007U true CN209129007U (en) | 2019-07-19 |
Family
ID=67230235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821554633.7U Active CN209129007U (en) | 2018-09-21 | 2018-09-21 | Plate column type combined member suitable for slope greening |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209129007U (en) |
-
2018
- 2018-09-21 CN CN201821554633.7U patent/CN209129007U/en active Active
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