CN108716222A - A kind of side slope active defense wall - Google Patents
A kind of side slope active defense wall Download PDFInfo
- Publication number
- CN108716222A CN108716222A CN201810667695.7A CN201810667695A CN108716222A CN 108716222 A CN108716222 A CN 108716222A CN 201810667695 A CN201810667695 A CN 201810667695A CN 108716222 A CN108716222 A CN 108716222A
- Authority
- CN
- China
- Prior art keywords
- dust block
- embedded dust
- reinforcement ring
- side slope
- rubble
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0283—Retaining or protecting walls characterised by constructional features of mixed type
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0051—Including fibers
- E02D2300/0053—Including fibers made from glass
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0084—Geogrids
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of side slope active defense walls, including from embedded dust block and reinforce substrate, reinforced concrete strip is installed above the reinforcing substrate, earth grille is installed above the reinforced concrete strip, rubble loaded filter is installed on the outside of the earth grille, it is equipped on the outside of the rubble loaded filter from embedded dust block, the inside of the earth grille is equipped with reinforcement ring, mixed mud is installed above the reinforcement ring to bear down on one, the top that the mixed mud is beared down on one is equipped with vegetation planting groove, the both sides from embedded dust block are equipped with bootstrap block.The present invention is provided with reinforcement ring, can reduce lateral pressure constraint lateral deformation, avoid rib tape impaired and deformation, and then reduce production cost, shorten the construction time；It is provided with reinforcing substrate, the stability of wall body structure can be reinforced, improves working strength.
Description
Technical field
The present invention relates to side slope active defense equipment technical field, specially a kind of side slope active defense wall.
Background technology
Project post-evaluation has slope protection and retaining structure to protect two classes.The common measure of slope protection has mortar or tabia
Deng plastering, whitewashing, pneumatically placed concrete, mortar flag stone revetment, shotcrete bank protection, anchor and spray net bank protection etc..Such measures are mainly protecting
The rock weathering of excavation slope slope surface peels off, broken falls and phenomena such as a small amount of falling rocks chip off-falling.The side slope protected should have enough
Stability, for unstable side slope, then first supporting and retaining system is protected again.The type of retaining structure is more, such as retaining wall, anchored bolt retaining wall, resists
Sliding pile etc..The existing protective action of these retaining structures, and play the role of reinforcing slopes.Using engineering measure bank protection, often excessively
Intensity effect is pursued, destroys ecological natural, landscape effect is poor, and over time, concrete surface, mortar flag stone face
Meeting weathering, aging, or even damage, later stage regulation is costly.
Using phytobiocoenose Gu Po, the effect of soil is kept to have certain limit, it is not usually involved in deep soil
It caves in or the sliding of extremely thick and heavy soil layer.For high gradient slope, if not taking engineering measure, plant growth medium is difficult to invest
Slope surface, plant just can not grow.Both therefore, slope vegetation protection technology must be that plant measures are combined with engineering measure, play
Respective advantage can just efficiently solve the contradiction of slope project protection and ecological environment destruction, both ensure that the stabilization of side slope,
The fast quick-recovery that can realize slope vegetation again, reaches mankind's activity and the harmonious coexistence of natural environment, and retaining wall refers to bearing road
Base bankets or the hillside soil body, prevents from banketing or the structure of soil deformation unstability.
In retaining wall cross section, the wall back of the body is known as with the position being in direct contact by the bearing soil body;With wall carry on the back it is opposite, face sky
Position be known as metope;It is known as reinforcing substrate with the position that ground is in direct contact;Top surface opposite with substrate is reinforced, wall is known as
Wall top;The front end for reinforcing substrate is known as toe of wall;The rear end for reinforcing substrate is known as wall heel.
There are many shortcomings in current side slope active defense equipment, set by existing soil barricade in actual use
The bar shaped rib tape interlamellar spacing set is smaller and the requirement of rib tape laying process is high, and construction operation sequence is that earthing rolls after first spreading rib tape,
The problems such as this is difficult to be avoided to make rib tape impaired during rolling and deformation, and production and processing is of high cost, and the construction time is long, because
This needs a kind of side slope active defense wall.
Invention content
The purpose of the present invention is to provide a kind of side slope active defense walls, mentioned above in the background art existing to solve
There is the bar shaped rib tape interlamellar spacing set by native barricade smaller and the requirement of rib tape laying process is high, construction operation sequence is first to spread rib tape
Earthing rolls afterwards, this is difficult to be avoided to make rib tape impaired during rolling and deformation, produces and processes of high cost, the construction time
Long problem.
To achieve the above object, the present invention provides the following technical solutions：A kind of side slope active defense wall, including from embedded
Dust block and substrate is reinforced, reinforced concrete strip is installed above the reinforcing substrate, the reinforced concrete strip
Top is equipped with earth grille, and rubble loaded filter is equipped on the outside of the earth grille, described broken
It is equipped on the outside of stone loaded filter from embedded dust block, the side from embedded dust block is equipped with metope, described from embedded
The other side of dust block is equipped with the wall back of the body, and the inside of the earth grille is equipped with reinforcement ring, the reinforcement ring
Top is equipped with mixed mud and bears down on one, and the top that the mixed mud is beared down on one is equipped with vegetation planting groove, described from embedded dust block
Rubble hole is provided at center, the both sides in the rubble hole are provided with grid mounting hole, described to pacify from the both sides of embedded dust block
Equipped with bootstrap block.
Preferably, rain pipe is installed at the center for reinforcing substrate.
Preferably, the reinforcement ring is cirque structure, and intensive reinforcement ring is provided between metope and reinforcement ring.
Preferably, there are four the grid mounting hole is arranged altogether, and four grid mounting holes are symmetricly set on rubble hole
The left and right sides.
Preferably, it is connected by rubber bar between the grid mounting hole and earth grille.
Compared with prior art, the beneficial effects of the invention are as follows：The device structure is scientific and reasonable, safe and convenient to use；If
It is equipped with reinforcement ring, the operation mechanism of reinforcement ring is the characteristic for making full use of reinforcing bar tensile strength high, makes the side that filler generates in ring
Turning to be undertaken by reinforcement ring to pressure, the filler in reinforcement ring is squeezed under the action of vertical load and generates lateral expansion,
And reinforcement ring constrains this lateral deformation, so that lateral pressure is totally converted to be undertaken by reinforcing bar annulus, reinforcement loop technique
Working procedure be circular groove merging reinforcement ring is punched after first rolling leveling again, and then avoid making during rolling rib tape impaired and
Deformation, and then production cost is reduced, shorten the construction time；It is provided with reinforcing substrate, substrate is reinforced and is arranged in earth's surface hereinafter, in turn
It can reinforce the stability of wall body structure, improve working strength, effectively prevent the hillside soil body, prevent from banketing or soil deformation loses
Surely.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram of the present invention.
In figure：1- vegetation planting grooves；2- mixed muds are beared down on one；3- metopes；4- is from embedded dust block；5- rubble loaded filters；6-
Reinforced concrete strip；7- reinforces substrate；8- reinforcement rings；9- walls are carried on the back；10- earth grilles；11- rain pipes；12- draws
Guide block；13- rubbles hole；14- grid mounting holes.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to Fig.1 and Fig. 2, a kind of side slope active defense wall embodiment provided by the invention：A kind of side slope is actively anti-
Revetment body, including from embedded dust block 4 and substrate 7 is reinforced, the top for reinforcing substrate 7 is equipped with reinforced concrete strip 6, reinforcing bar
The top of concrete board band 6 is equipped with earth grille 10, and earth grille 10 is for improving pitch mixing
The outside of the load-bearing capacity of material, earth grille 10 is equipped with rubble loaded filter 5, and rubble loaded filter is filled out for filtering
The outside of soil, rubble loaded filter 5 is equipped with from embedded dust block 4, from embedded dust block for improving stability, from embedded earth-retaining
The side of block 4 is equipped with metope 3, from the other side of embedded dust block 4 be equipped with wall the back of the body 9, earth grille 10 it is interior
Portion is equipped with reinforcement ring 8, and reinforcement ring shares lateral pressure using the high characteristic of reinforcing bar tensile strength and constrains lateral deformation, makes lateral
Pressure is totally converted to be undertaken by reinforcing bar annulus, and the top of reinforcement ring 8 is equipped with mixed mud and bears down on one 2, mixed mud bear down on one 2 it is upper
Side is equipped with vegetation planting groove 1, rubble hole 13 is provided with from the center of embedded dust block 4, the both sides in rubble hole 13 are provided with
Grid mounting hole 14 is equipped with bootstrap block 12 from the both sides of embedded dust block 4, reinforces at the center of substrate 7 and is equipped with rain pipe
11, reinforcement ring 8 is cirque structure, and intensive reinforcement ring 8 is provided between metope 3 and reinforcement ring 8, and grid mounting hole 14 is total
There are four settings, and four grid mounting holes 14 are symmetricly set on the left and right sides in rubble hole 13, grid mounting hole 14 and glass
It is connected by rubber bar between fiber earthwork grid 10.
Operation principle；The side slope active defense wall is in use, each position of the equipment has flawless equal safety hidden first
Suffer from, and then ensure that the equipment can normally work safely, the subsequent wall back of the body 3 with by the bearing soil body be in direct contact so that reach for
Unstable side slope carries out supporting and retaining system and improves its stability, ensures every piece of position standard from 12 structure of bootstrap block on embedded dust block
Really, entire wall is neat, belongs to the filtering that rubble loaded filter 5 will banket, and earth grille 10 is reticular structure,
Gathering materials in bituminous concrete can form mechanical interlocking through rubble hole 13 makes it have higher load-bearing capacity, better lotus
It carries transfer performance and multiple earth grilles 10 is attached, reinforces simultaneously by smaller deformation, grid mounting hole 14
Substrate 7 shares the stress of wall by improving, and improves its working strength, and then reach protective action, and reach and reinforce slopes
Effect.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Profit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent requirements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
Claims (5)
1. a kind of side slope active defense wall, including from embedded dust block（4）With reinforcing substrate（7）, it is characterised in that：It is described to add
Gu substrate（7）Top reinforced concrete strip is installed（6）, the reinforced concrete strip（6）Top glass is installed
Fiber earthwork grid（10）, the earth grille（10）Outside rubble loaded filter is installed（5）, the rubble is anti-
Filtering layer（5）Outside be equipped with from embedded dust block（4）, described from embedded dust block（4）Side metope is installed（3）, institute
It states from embedded dust block（4）The other side be equipped with wall the back of the body（9）, the earth grille（10）Inside be equipped with plus
Muscle ring（8）, the reinforcement ring（8）Top mixed mud be installed bear down on one（2）, the mixed mud bears down on one（2）Top be equipped with
Vegetation planting groove（1）, described from embedded dust block（4）Center at be provided with rubble hole（13）, the rubble hole（13）Two
Side is provided with grid mounting hole（14）, described from embedded dust block（4）Both sides bootstrap block is installed（12）.
2. a kind of side slope active defense wall according to claim 1, it is characterised in that：The reinforcing substrate（7）In
Rain pipe is installed at the heart（11）.
3. a kind of side slope active defense wall according to claim 1, it is characterised in that：The reinforcement ring（8）For annulus
Shape structure, and metope（3）With reinforcement ring（8）Between be provided with intensive reinforcement ring（8）.
4. a kind of side slope active defense wall according to claim 1, it is characterised in that：The grid mounting hole（14）Altogether
There are four settings, and four grid mounting holes（14）It is symmetricly set on rubble hole（13）The left and right sides.
5. a kind of side slope active defense wall according to claim 1, it is characterised in that：The grid mounting hole（14）With
Earth grille（10）Between connected by rubber bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810667695.7A CN108716222A (en) | 2018-06-26 | 2018-06-26 | A kind of side slope active defense wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810667695.7A CN108716222A (en) | 2018-06-26 | 2018-06-26 | A kind of side slope active defense wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108716222A true CN108716222A (en) | 2018-10-30 |
Family
ID=63913251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810667695.7A Withdrawn CN108716222A (en) | 2018-06-26 | 2018-06-26 | A kind of side slope active defense wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108716222A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505285A (en) * | 2019-01-10 | 2019-03-22 | 盈创新材料(苏州)有限公司 | Riparian protection structure and bank line |
| CN113982004A (en) * | 2021-12-24 | 2022-01-28 | 太原理工大学 | Anchor cable-reinforced soil combined soil retaining member and construction method thereof |
-
2018
- 2018-06-26 CN CN201810667695.7A patent/CN108716222A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505285A (en) * | 2019-01-10 | 2019-03-22 | 盈创新材料(苏州)有限公司 | Riparian protection structure and bank line |
| CN113982004A (en) * | 2021-12-24 | 2022-01-28 | 太原理工大学 | Anchor cable-reinforced soil combined soil retaining member and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181030 |