CN110485437A - Roadbed side slope entirety green safeguard structure and its construction method - Google Patents
Roadbed side slope entirety green safeguard structure and its construction method Download PDFInfo
- Publication number
- CN110485437A CN110485437A CN201910678600.6A CN201910678600A CN110485437A CN 110485437 A CN110485437 A CN 110485437A CN 201910678600 A CN201910678600 A CN 201910678600A CN 110485437 A CN110485437 A CN 110485437A
- Authority
- CN
- China
- Prior art keywords
- interior bar
- bar
- frame
- side slope
- anchor rod
- Prior art date
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Classifications
-
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- 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
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
Abstract
The present invention relates to roadbed side slope entirety green safeguard structure and its construction methods, belong to the technical field of slope protection structure, it includes slopes, the surface of the slopes is embedded with main solid frame, main solid frame is grid-shaped, main solid frame is fixedly connected with anchoring piece, anchoring piece includes outer bar and interior bar, interior bar is inserted into outer bar, and interior bar is slidably connected with outer bar, the bottom end of outer bar is hinged with multiple anchor rods, axis of the hinge axes of anchor rod perpendicular to outer bar, the bottom end of interior bar is fixedly connected with insertion end, the end face of insertion end towards interior bar offers limiting slot, the end of anchor rod is inserted into limiting slot, interior bar circumferential surface is fixedly connected with the elastic component that anchor rod hinged end can be made far from interior bar close to the position of insertion end, the present invention has the effect of improving slope stability.
Description
Technical field
The present invention relates to the technical fields of slope protection structure, more particularly, to a kind of roadbed side slope entirety Green Protection knot
Structure and its construction method.
Background technique
The principal mode of side slope protection has traditional bricklaying protection and two kinds of ecological protection at present, and traditional bricklaying protection includes slurry
Slabstone and six rib block of concrete hollow etc. are built, ecological protection includes direct-seeding plant seed, alien earth sparging, plant ecological bag and ecology
Careless blanket etc..
Existing to can refer to the Chinese patent that notification number is CN108442392A, it discloses a kind of roadbed side slope is integrally green
Color safeguard structure and its construction method.The safeguard structure includes: along the spaced concrete cast-in-situ draining of roadbed side slope slope surface
Slot；The concrete cast-in-situ being arranged at the top of side slope along roadbed length direction intercepts water shoulder protector, and the shoulder protector that intercepts water is at per pass rhone
Breakaway-element, and be connected with rhone by pouring, intercepting water, shoulder protector cross section is trapezoidal, and surface slope is identical as the slope surface gradient；
The slope foot concrete spats being arranged along roadbed length direction in side slope bottom, spats are breakaway-element at per pass rhone, and with
Rhone is connected by pouring；Roadbed end side to the side slope surface between first of rhone is what precast concrete hollow block was built
Slope surface；Side slope surface is equipped with ecological grass mat between adjacent row sink.
Prior art among the above has the following deficiencies: that rhone, the shoulder protector that intercepts water, spats are concrete cast-in-situ shape
At making rhone, the shoulder protector that intercepts water, spats be only located at the surface layer of side slope, when side slope surface layer being made to deform, rhone, intercept water shield
Shoulder, heel-protecting move together with side slope surface layer, and the fixed effect of side slope is poor.
Summary of the invention
The object of the present invention is to provide a kind of roadbed side slope entirety green safeguard structures for improving slope stability.
Foregoing invention purpose of the invention has the technical scheme that
Roadbed side slope entirety green safeguard structure, including slopes, the surface of the slopes are embedded with main solid frame, and main solid frame is
Grid-shaped, main solid frame are fixedly connected with anchoring piece, and anchoring piece includes outer bar and interior bar, and interior bar is inserted into outer bar, and interior bar with
Outer bar is slidably connected, and the bottom end of outer bar is hinged with multiple anchor rods, axis of the hinge axes of anchor rod perpendicular to outer bar, interior bar
Bottom end be fixedly connected with insertion end, the end face of insertion end towards interior bar offers limiting slot, and the end of anchor rod is inserted into
In limiting slot, interior bar circumferential surface is fixedly connected with the bullet that anchor rod hinged end can be made far from interior bar close to the position of insertion end
Property part.
It is inserted into anchor rod after certain depth the main solid frame of anchor rod insertion by using above-mentioned technical proposal,
Outer bar is extracted one section to the direction far from slopes, is detached from anchor rod out of limiting slot, anchor rod is pushed away by the elastic force of elastic component
Then dynamic and separate interior bar makes interior bar motionless until the end of anchor rod and the abutting of slopes, reversely push outer bar, insertion end
Anchor rod is limited, anchor rod is gradually rotated around itself articulated shaft, until outer bar is not easy to be pushed, at this time anchor rod with it is interior
Then bar is fixed interior bar and outer bar close to vertically with main solid frame, anchor rod and main frame admittedly are fixedly connected on one, anchor
Solid rod is inserted into inside slopes in umbrella, and anchor rod is not easy to be pulled out, thus reinforce anchor rod to the fixed function of main solid frame,
And main solid frame is embedded at the surface layer of side slope, so that fixed function is played on the surface layer of main solid frame side slope, makes the surface layer of side slope
It is not likely to produce displacement, improves the stability of side slope；The insertion of anchoring piece simultaneously is not required to drill to side slope, makes to anchor difficulty
It reduces.
The present invention is further arranged to: along the axis of interior bar and the direction of direction insertion end, the insertion end is in
The end face of bar is gradually distance from interior bar.
By using above-mentioned technical proposal, after anchor rod is popped up by elastic component, then when reversed promotion outer bar, the end of outer bar
Clan to insertion end towards the end face of interior bar on, guiding function is played to anchor rod in the end face of insertion end towards interior bar, with outer
The end of bar moves closer to insertion end, and the end of anchor rod is gradually distance from interior bar along the end face of insertion end towards interior bar, makes anchor
Solid rod is easier to be dispensed into slopes, to reinforce anchoring effect.
The present invention is further arranged to: it is reinforced concrete structure that the master, which consolidates frame, and main solid frame is fixedly connected with anchor
Gu cylinder, the axis of anchorage drum is perpendicular to plane where main solid frame, and anchorage drum is fixed to be communicated with fixed cylinder, and the axis of fixed cylinder hangs down
Directly in the axis of anchorage drum.
By using above-mentioned technical proposal, the reinforced concrete structure of main solid frame keeps the intensity of main solid frame higher, no
It is also easy to produce fracture etc.；Anchorage drum is then that squeezing into for anchor rod provides channel inside slopes.
The present invention is further arranged to: end of the insertion end far from interior bar along far from interior bar orient diameter gradually
Reduce.
By using above-mentioned technical proposal, when insertion end is inserted into slopes, the tip shape of end makes insertion end be inserted into slopes
When it is more laborsaving, when insertion end is gradually goed deep into slopes, the soil body of slopes is extruded to insertion end along the side of insertion end
Two sides, to keep the resistance being subject in insertion end folding process smaller.
The present invention is further arranged to: end of the anchor rod far from itself hinged end is inclined ramp, and along slotting
The direction for entering to hold diameter to reduce, inclined ramp move closer to interior bar.
By using above-mentioned technical proposal, keep the end of anchor rod more sharp, makes the motionless reversed promotion outer bar of interior bar, and
When making anchor rod gradually around the rotation of itself articulated shaft, the end of anchor rod is gradually inserted in slopes, and the setting of inclined ramp makes
The resistance that anchor rod is subject to during dispersing and being inserted into slopes is smaller, is easier to the insertion of anchor rod laborsaving.
The present invention is further arranged to: the top of the interior bar offers fixation hole, is provided with fixed link in fixation hole,
Fixed link is located in fixed cylinder simultaneously.
It is by using above-mentioned technical proposal, fixed link is recessed out out of fixed cylinder, fixation hole is then passed through, anchoring piece is
It is connected together with main solid frame, keeps the fixation of anchoring piece and main solid frame more convenient.
The present invention is further arranged to: the master consolidates the framed shape brick of setting in frame, the upper surface of frame shape brick and main solid frame
The upper surface of frame flushes, and green plant is planted at the middle part of frame shape brick.
By using above-mentioned technical proposal, frame shape brick is further fixed main solid frame inner slope surface layer, green plant
Root system has certain fixed function to slopes surface layer, and the surface layer of slopes is made to be not easy to be washed away and generated the loss of soil by rainwater.
Its construction method of roadbed side slope entirety green safeguard structure, comprising the following steps:
S1: digging out the slot of grid-shaped on the surface of slopes, the banding steel cage in slot, and anchorage drum is welded on steel reinforcement cage, makes
Surface of the axis of anchorage drum perpendicular to slopes；
S2: then the formwork outside steel reinforcement cage is poured concrete, after concrete hardening, forms main solid frame, demoulding；
S3: making to be inserted into anchoring piece into anchorage drum in anchor rod insertion limiting slot, after being inserted into certain depth, outer cylinder is outside
One section is extracted, then continues to be downwardly by outer cylinder, interior bar is rotated, until interior bar fixation hole is aligned with fixed cylinder, to fixed cylinder
Interior insertion fixed link, while it is inserted into fixed link from fixation hole；
S4: the backfill into slot, the concrete perfusion into anchorage drum；
It is laid with frame shape brick in S5: Xiang Zhugu frame, and makes between frame shape brick to smear cement bonded sand between frame shape brick and main solid frame
Slurry；
S6: green plant is planted into frame shape brick.
By using above-mentioned technical proposal, pre- grooving and banding steel cage are inserted into the bottom of anchorage drum in slopes, by anchor
Gu cylinder and steel reinforcement cage weld, it is poured concrete in formwork later, makes anchorage drum be not easy to be blocked by concrete, also ensures anchorage drum
With the integraty of main solid frame；Later by being inserted into anchoring piece into anchorage drum, and fixed link is inserted into fixed cylinder and fixation
Hole, anchoring piece are tentatively secured together with main solid frame, and then backfill, buries soil by fixation hole, fill into anchorage drum
Be poured full when infusing concrete, in fixation hole, and concrete will not leak out at fierce fixed cylinder, after concrete hardening, anchoring piece with
The integraty of main solid frame further strengthens；The laying of most after-frame shape brick and the plantation of green plant, then side slope surface layer is further
It is protected.
In conclusion advantageous effects of the invention are as follows:
1. making the surface layer of side slope be not likely to produce displacement by setting anchoring piece, improving the stability of side slope；It anchors simultaneously
The insertion of part is not required to drill to side slope, makes to anchor difficulty reduction；
2. keeping the fixation of anchoring piece and main solid frame more convenient by setting anchorage drum and fixed cylinder；
3. making anchor rod be easier to be dispensed into slopes, to reinforce anchoring by setting end slope of the insertion end towards interior bar
Effect.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the partial enlargement diagram of part A in Fig. 1；
Fig. 3 is the structural schematic diagram of anchoring piece.
In figure, 1, slopes；2, main solid frame；21, anchorage drum；22, fixed cylinder；3, anchoring piece；31, outer bar；311, it anchors
Bar；32, interior bar；321, insertion end；322, limiting slot；323, elastic component；4, fixation hole；41, fixed link；5, frame shape brick.
Specific embodiment
Embodiment 1
Below in conjunction with attached drawing, invention is further described in detail.
It referring to Fig.1, is roadbed side slope entirety green safeguard structure disclosed by the invention, including slopes 1, the surface of slopes 1
Be embedded with main solid frame 2, main solid frame 2 is grid-shaped, and main solid frame 2 is fixedly connected with anchoring piece 3, the bottom of anchoring piece 3 to
The internal stretch of slopes 1, until protruding into the surface layer of slopes 1 hereinafter, to which anchoring piece 3 will lead solid frame 2 and 1 higher depth of slopes
For structure anchor to together, main solid frame 2 is not likely to produce movement, plays fixed function to the surface layer of slopes 1, makes the surface layer of slopes 1
It is not susceptible to move, improves the stability of side slope.
Referring to Figures 1 and 2, main solid frame 2 is reinforced concrete structure, and main solid frame 2 is fixedly connected with anchorage drum 21, anchor
Gu the axis of cylinder 21 is communicated with fixed cylinder 22, the axis of fixed cylinder 22 perpendicular to main solid 2 place plane of frame, the fixation of anchorage drum 21
Perpendicular to the axis of anchorage drum 21.
Referring to Fig. 3, anchoring piece 3 includes outer bar 31 and interior bar 32, and interior bar 32 is inserted into outer bar 31, and interior bar 32 and outer bar 31
It is slidably connected, the bottom end of interior bar 32 is fixedly connected with insertion end 321, and end of the insertion end 321 far from interior bar 32 is along far from interior
The orient diameter of bar 32 is gradually reduced, along interior bar 32 axis and be directed toward the direction of insertion end 321, insertion end 321 is towards interior
The end face of bar 32 is gradually distance from interior bar 32, and the end face of insertion end 321 towards interior bar 32 offers limiting slot 322, the bottom of outer bar 31
End is hinged with multiple anchor rods 311, and the hinge axes of anchor rod 311 are perpendicular to the axis of outer bar 31, and anchor rod 311 is far from itself
The end of hinged end is inclined ramp, and the direction reduced along 321 diameter of insertion end, inclined ramp move closer to interior bar 32,
The end of anchor rod 311 is inserted into limiting slot 322, and 32 circumferential surface of interior bar is fixedly connected with close to the position of insertion end 321
311 hinged end of anchor rod can be made far from the elastic component 323 of interior bar 32, elastic component 323 is spring, the compression of elastic component 323
Axis of the prolonging direction perpendicular to interior bar 32.The top of interior bar 32 offers fixation hole 4, is provided with fixed link in fixation hole 4
41, fixed link 41 is located in fixed cylinder 22 simultaneously, so that anchoring piece 3 and main solid frame 2 are fixedly connected on one.It is anchored
When, it is inserted into the end of anchor rod 311 in limiting slot 322, anchoring piece 3 is inserted into from fixed cylinder 22, by interior bar 32 and outside
Bar 31 pushes together, after being depressed into certain distance, keeps outer bar 31 motionless, interior bar 32 is extracted one section upwards, until anchor rod 311
End be detached from limiting slot 322, spring by anchor rod 311 far from outer bar 31 end pop up, outer bar 31 is pushed, anchor rod
311 end far from outer bar 31 is abutted with the end face of insertion end 321 towards interior bar 32, as 31 end of outer bar moves closer to be inserted into
End 321, anchor rod 311 are inserted into end 321 and scatter towards the guidance of the end face of interior bar 32 in umbrella, anchor rod 311 and slopes 1
Between grip it is stronger, to ensure that the anchor force of anchoring piece 3, and anchor rod 311 is fixedly connected with main solid frame 2, main solid
Frame 2 is embedded at the surface layer of side slope, so that fixed function is played on the surface layer of main solid 2 side slope of frame, is not easy the surface layer of side slope
It is deformed movement, improves the stability of side slope.
Referring to Fig.1, the framed shape brick 5 of setting in main solid frame 2, the upper surface of frame shape brick 5 and the upper surface of main solid frame 2 are neat
Flat, green plant is planted at the middle part of frame shape brick 5.
The implementation principle of the present embodiment are as follows: after main solid frame 2 forms, anchoring piece 3 is inserted into out of fixed cylinder 22, by interior bar
32 and outer bar 31 push together, the setting of insertion end 321 keeps moving down for anchoring piece 3 more laborsaving, after being depressed into certain distance, makes
Outer bar 31 is motionless, and interior bar 32 is extracted one section upwards, and until the end of anchor rod 311 is detached from limiting slot 322, spring is by anchor rod
The 311 end pop-ups far from outer bar 31, outer bar 31 are pushed, end of the anchor rod 311 far from outer bar 31 and 321 direction of insertion end
The end face of interior bar 32 abuts, and as 31 end of outer bar moves closer to insertion end 321, anchor rod 311 is inserted into end 321 towards interior bar
32 end face guides and scatter in umbrella, and vertical direction slightly moves and rotate interior bar 32, until 32 fixation hole 4 of interior bar and admittedly
Safety barrel 22 is aligned, and is penetrated fixed link 41 from fixed cylinder 22 and is passed through fixation hole 4, and anchoring piece 3 is fixedly connected with main solid frame 2
Grip between one, anchor rod 311 and slopes 1 is stronger, to ensure that the anchor force of anchoring piece 3, and anchor rod 311 with
Main solid frame 2 is fixedly connected, and main solid frame 2 is embedded at the surface layer of side slope, so that fixation is played on the surface layer of main solid 2 side slope of frame
Effect, makes the surface layer of side slope be not likely to produce displacement, improves the stability of side slope.
Embodiment 2
Its construction method of roadbed side slope entirety green safeguard structure, comprising the following steps:
S1: digging out the slot of grid-shaped on the surface of slopes 1, the banding steel cage in slot, and slopes 1 are inserted into the bottom of anchorage drum 21
It is interior, make the axis of anchorage drum 21 perpendicular to the surface of slopes 1, and weld anchorage drum 21 on steel reinforcement cage；
S2: then the formwork outside steel reinforcement cage is poured concrete, after concrete hardening, forms main solid frame 2, demoulding；
S3: being inserted into anchor rod 311 in limiting slot 322, and anchoring piece 3 is inserted into anchorage drum 21, will after being inserted into certain depth
Outer cylinder extracts one section outward, then continues to be downwardly by outer cylinder, interior bar 32 is rotated, until 32 fixation hole 4 of interior bar and fixed cylinder
22 alignment, fixed link 41 is inserted into fixed cylinder 22, while is inserted into fixed link 41 from fixation hole 4；
S4: the backfill into slot, the concrete perfusion into anchorage drum 21；
It is laid with frame shape brick 5 in S5: Xiang Zhugu frame 2, and makes between frame shape brick 5 to smear water between frame shape brick 5 and main solid frame 2
Cement mortar；
S6: green plant is planted into frame shape brick 5.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done should all be covered by within protection scope of the present invention.
Claims (8)
1. roadbed side slope entirety green safeguard structure, including slopes (1), it is characterised in that: the surface of the slopes (1) is embedded with
Main solid frame (2), main solid frame (2) are grid-shaped, and main solid frame (2) are fixedly connected with anchoring piece (3), and anchoring piece (3) includes
Outer bar (31) and interior bar (32), interior bar (32) is inserted into outer bar (31), and interior bar (32) is slidably connected with outer bar (31), outer bar
(31) bottom end is hinged with multiple anchor rods (311), the hinge axes of anchor rod (311) perpendicular to outer bar (31) axis, it is interior
The bottom end of bar (32) is fixedly connected with insertion end (321), and the end face of insertion end (321) towards interior bar (32) offers limiting slot
(322), the end of anchor rod (311) is inserted into limiting slot (322), and interior bar (32) circumferential surface is close to insertion end (321)
Position, which is fixedly connected with, can make anchor rod (311) to be elastic component (323) of the hinged end far from interior bar (32).
2. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: along the axis of interior bar (32)
Line and the direction for being directed toward insertion end (321), the end face of insertion end (321) towards the interior bar (32) is gradually distance from interior bar (32).
3. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: the master consolidates frame (2)
For reinforced concrete structure, main solid frame (2) are fixedly connected with anchorage drum (21), and the axis of anchorage drum (21) is perpendicular to main solid frame
Plane where frame (2), anchorage drum (21) fixation are communicated with fixed cylinder (22), and the axis of fixed cylinder (22) is perpendicular to anchorage drum (21)
Axis.
4. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: the insertion end (321)
End far from interior bar (32) is gradually reduced along the orient diameter far from interior bar (32).
5. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: the anchor rod (311)
End far from itself hinged end is inclined ramp, and the direction reduced along insertion end (321) diameter, inclined ramp are gradually leaned on
Nearly interior bar (32).
6. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: the top of the interior bar (32)
Portion offers fixation hole (4), is provided with fixed link (41) in fixation hole (4), and fixed link (41) is located at fixed cylinder (22) simultaneously
It is interior.
7. roadbed side slope entirety green safeguard structure according to claim 1, it is characterised in that: the master consolidates frame (2)
The interior framed shape brick (5) of setting, the upper surface of frame shape brick (5) are flushed with the upper surface of main solid frame (2), the middle part of frame shape brick (5)
Plant green plant.
8. its construction method of roadbed side slope entirety green safeguard structure, comprising the following steps:
S1: the slot of grid-shaped, the banding steel cage in slot are dug out on the surface of slopes (1), and welds anchorage drum on steel reinforcement cage
(21), make the axis of anchorage drum (21) perpendicular to the surface of slopes (1)；
S2: then the formwork outside steel reinforcement cage is poured concrete, after concrete hardening, forms main solid frame (2), demoulding；
S3: making in anchor rod (311) insertion limiting slot (322), is inserted into anchoring piece (3) into anchorage drum (21), is inserted into certain
After depth, outer cylinder is extracted to one section outward, then continues to be downwardly by outer cylinder, rotated interior bar (32), until interior bar (32) are solid
Determine hole (4) to be aligned with fixed cylinder (22), is inserted into fixed link (41) into fixed cylinder (22), while making fixed link (41) from fixation hole
(4) it is inserted into；
S4: the backfill into slot, to anchorage drum (21) interior concrete perfusion；
Frame shape brick (5) are laid in S5: Xiang Zhugu frame (2), and make between frame shape brick (5) and frame shape brick (5) and it is main admittedly frame (2)
Between smear cement mortar；
S6: the green plant of plantation into frame shape brick (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910678600.6A CN110485437B (en) | 2019-07-25 | 2019-07-25 | Roadbed slope integral green protection structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910678600.6A CN110485437B (en) | 2019-07-25 | 2019-07-25 | Roadbed slope integral green protection structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110485437A true CN110485437A (en) | 2019-11-22 |
| CN110485437B CN110485437B (en) | 2021-01-05 |
Family
ID=68548283
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910678600.6A Active CN110485437B (en) | 2019-07-25 | 2019-07-25 | Roadbed slope integral green protection structure and construction method thereof |
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| Country | Link |
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| CN (1) | CN110485437B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792121A (en) * | 2020-11-25 | 2021-05-14 | 宁波城市阳光环境建设工程有限公司 | Mine ecological restoration method applying mycorrhiza technology |
| CN113846634A (en) * | 2021-10-25 | 2021-12-28 | 湘潭大学 | Sandy soil slope ecological protection structure capable of achieving stepless yielding and construction method thereof |
| CN114991202A (en) * | 2022-07-12 | 2022-09-02 | 中建海峡建设发展有限公司 | Quick anchoring and adhering construction method for foundation of compartment foundation |
| CN115262593A (en) * | 2022-08-22 | 2022-11-01 | 锐创(浙江)水务科技有限公司 | Side slope protection device |
| CN115305923A (en) * | 2022-08-26 | 2022-11-08 | 中国路桥工程有限责任公司 | Slope supporting device |
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| CN202139588U (en) * | 2011-06-18 | 2012-02-08 | 山东大学 | Novel self-broaching anchor rod |
| CN104314088A (en) * | 2014-11-06 | 2015-01-28 | 兰州理工大学 | Seasonal permafrost region self-thermoregulation returning energy-consuming slope supporting structure and construction method |
| WO2015048175A1 (en) * | 2013-09-25 | 2015-04-02 | Post Tensioning Solutions LLC | Systems and methods to reinforce excavation walls |
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| CN202139588U (en) * | 2011-06-18 | 2012-02-08 | 山东大学 | Novel self-broaching anchor rod |
| WO2015048175A1 (en) * | 2013-09-25 | 2015-04-02 | Post Tensioning Solutions LLC | Systems and methods to reinforce excavation walls |
| CN104314088A (en) * | 2014-11-06 | 2015-01-28 | 兰州理工大学 | Seasonal permafrost region self-thermoregulation returning energy-consuming slope supporting structure and construction method |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792121A (en) * | 2020-11-25 | 2021-05-14 | 宁波城市阳光环境建设工程有限公司 | Mine ecological restoration method applying mycorrhiza technology |
| CN112792121B (en) * | 2020-11-25 | 2022-09-02 | 宁波城市阳光环境建设工程有限公司 | Mine ecological restoration method applying mycorrhiza technology |
| CN113846634A (en) * | 2021-10-25 | 2021-12-28 | 湘潭大学 | Sandy soil slope ecological protection structure capable of achieving stepless yielding and construction method thereof |
| CN113846634B (en) * | 2021-10-25 | 2023-04-11 | 湘潭大学 | Sandy soil slope ecological protection structure capable of achieving stepless yielding and construction method thereof |
| CN114991202A (en) * | 2022-07-12 | 2022-09-02 | 中建海峡建设发展有限公司 | Quick anchoring and adhering construction method for foundation of compartment foundation |
| CN114991202B (en) * | 2022-07-12 | 2023-12-22 | 中建海峡建设发展有限公司 | Quick anchoring and attaching construction method for van foundation |
| CN115262593A (en) * | 2022-08-22 | 2022-11-01 | 锐创(浙江)水务科技有限公司 | Side slope protection device |
| CN115305923A (en) * | 2022-08-26 | 2022-11-08 | 中国路桥工程有限责任公司 | Slope supporting device |
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