CN2856175Y - Earthworking reinforced bar ecological wall - Google Patents

Earthworking reinforced bar ecological wall Download PDF

Info

Publication number
CN2856175Y
CN2856175Y CN 200520077643 CN200520077643U CN2856175Y CN 2856175 Y CN2856175 Y CN 2856175Y CN 200520077643 CN200520077643 CN 200520077643 CN 200520077643 U CN200520077643 U CN 200520077643U CN 2856175 Y CN2856175 Y CN 2856175Y
Authority
CN
China
Prior art keywords
engineering
ecological
wall
bag
junction button
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.)
Ceased
Application number
CN 200520077643
Other languages
Chinese (zh)
Inventor
唐红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=37599481&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CN2856175(Y) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Priority to CN 200520077643 priority Critical patent/CN2856175Y/en
Application granted granted Critical
Publication of CN2856175Y publication Critical patent/CN2856175Y/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model provides an ecotypic wall of reinforced soil and used for slope protection, sand-barrier wall and cofferdam in fields of water conservancy, traffic engineering, two planning, garden, electric engineering and construction. The wall comprises ecotypic bags, connecting agraffes and fixing-anchoring components. The ecotypic bag is provided with a floss-burnt needled non-woven fabric bag and water-permeable soil filled in the bag. A plurality of ecotypic bags are connected with the connecting agraffes which are also used as the reinforcing bars. The fixing-anchoring components are connected with the connecting agraffes via nylon tapes. Connecting plates are provided to the connecting agraffes and a plurality of anchor protuberances are arranged on the two sides of the connecting plates. The anchoring component can be engineering anchoring rod, geogrid or expending bolt. A plurality of anchor protuberances and connecting head with protuberances are provided to the engineering anchoring rod. A plurality of grid and reinforcing bars are arranged on the geogrid.

Description

The ecological wall of geotechnique's reinforcement
Technical field
What the ecological wall of the utility model geotechnique reinforcement related to is that a kind of scopes such as water conservancy, traffic, municipal administration, gardens, electric power, building that are applicable to are done bank protection, retaining wall, cofferdam.
Background technology
At present, the bank protection of engineerings such as water conservancy, traffic, municipal administration, gardens, electric power, building, retaining wall adopt concrete wall, piece formula wall, brick wall, cob wall, sand bag, exist following weak point: heavy, difficulty of construction is high, the engineering time is long, cost is high, not environmental protection, landslide easily, contaminated environment easily.
Summary of the invention
The purpose of this utility model is to provide a kind of geotechnological reinforcement ecological wall at above weak point, adopt ecological bag (GES), the engineering junction button, fixed anchors constitutes, the stereoscopic stable structure, with ecological bag is face wall, banket and be compounded to form soil-baffling structure with fixed anchors in the back side, produce accurate cohesive force by the engineering junction button between ecological bag, internal stability, permeable not saturating soil, can receive vegetation, ecological bag face wall is a vegetation, the good ecological value is provided, allows root system of plant pass to singe acupuncture non-woven geotextile bag, ecological bag (GES) to allow continuable root system of plant and the ecological wall of geotechnological reinforcement escort side slope jointly, create a kind of attractive in appearance, desirable and be blended in the harmonious vegetation face of environment, be applicable to prevent various soil erosions and various forms of side slope cob wall.
The ecological wall of geotechnique's reinforcement takes following scheme to realize: the ecological wall construction of geotechnological reinforcement comprises ecological bag (GES), engineering junction button, fixed anchors.Ecological bag (GES) has the acupuncture of singing non-woven geotextile bag, in the acupuncture non-woven geotextile bag of singing permeable soil is housed.The acupuncture non-woven geotextile bag of singing adopts macromolecular material to make, and is pollution-free.Several ecological bags closely connect to one by the engineering junction button, make reinforcing rib with the engineering junction button, and fixed anchors is connected with the engineering junction button by the engineering nylon band.The engineering junction button has the engineering junction plate, and engineering junction plate two sides is provided with several anchor protuberances.Fixed anchors can adopt a kind of in Engineering anchor rod, geo-grid, the expansion bolt.
Operating principle: when the ecological wall of geotechnological reinforcement uses, ecological wall is installed in lateral surfaces such as bank slope, massif, roadbed, links to each other with bank slope, massif, roadbed by fixture, with the ecological wall of geotechnological reinforcement is face wall, banket in the back side, compacting is compounded to form three-dimensional soil-baffling structure with fixed anchors.If link to each other with the hard massif, fixed anchors can adopt expansion bolt, and when linking to each other with the soft soil body, fixed anchors can adopt Engineering anchor rod, geo-grid.The ecological bag face of the ecological wall of geotechnique's reinforcement can extensively be received vegetation, and forming the ecological, environmental protective engineering slope is one with natural environment is molten on every side.
The ecological wall of geotechnique's reinforcement has following characteristics:
1, ecological bag (GES) batch production production, ecological, environmental protective, transportation are efficient and convenient, and is pollution-free to surrounding environment;
2, ecological bag (GES) face wall is extensively received vegetation, attractive in appearance desirable, can coordinate mutually with view on every side;
3, the surface construction drystone forms, and need not mortar and builds by laying bricks or stones, and easy construction speed is fast;
4, unit linear meter(lin.m.) construction investment wants force of gravity formula barricade to save, and construction costs is low;
5, body of wall is a flexible structure, can adapt to the moderate finite deformation that bankets, and is low to the ground load bearing requirements;
6, do not block the exchange of river water body and bank slope body of groundwater, adapt to the self-purification capacity in river course, ecological effect is good.
The ecological wall construction of geotechnique's reinforcement is quick, need not substrate and drainage system, meet human aesthetic principle, the vegetation surface does not have slight crack and mottling, belong to ecological engineering, be the permanent structure solution, without cement, steel concrete, wire gauze, durable in use, anti-twist and the earthquake of energy, in light weight, can reduce cost of transportation, be convenient to construction.Can be widely used in scopes such as water conservancy, traffic, municipal administration, gardens, electric power, building, application prospect is very good.
Description of drawings
The utility model is described in further detail below with reference to accompanying drawing.
Fig. 1 is the ecological wall construction schematic diagram of geotechnological reinforcement.
Fig. 2 is the engineering junction button structural representation of the ecological wall of geotechnological reinforcement.
Fig. 3 is the ecological bag constructions schematic diagram of the ecological wall of geotechnological reinforcement.
Fig. 4 is the Engineering anchor rod schematic diagram of the ecological wall of geotechnological reinforcement.
Fig. 5 is the geo-grid schematic diagram of the ecological wall of geotechnological reinforcement.
Fig. 6 is the ecological wall user mode of a geotechnological reinforcement schematic diagram 1.
Fig. 7 is the ecological wall user mode of a geotechnological reinforcement schematic diagram 2.
Fig. 8 is the ecological wall user mode of a geotechnological reinforcement schematic diagram 3.
Fig. 9 is the expansion bolt schematic diagram of the ecological wall of geotechnological reinforcement.
The specific embodiment
With reference to accompanying drawing 1~9, the ecological wall construction of geotechnological reinforcement comprises ecological bag (GES) 1, engineering junction button 2, fixed anchors.Ecological bag 1 has the acupuncture of singing non-woven geotextile bag 1-1, in the acupuncture non-woven geotextile bag of singing permeable native 1-2 is housed.The acupuncture non-woven geotextile bag 1-1 that singes adopts macromolecular material to make, and is pollution-free.Several ecological bags 1 closely connect to one by engineering junction button 2, make reinforcing rib with engineering junction button 2, and fixed anchors is connected with engineering junction button 2 by the engineering nylon band.
Engineering junction button 2 has engineering junction plate 2-1, and engineering junction plate 2-1 two sides is provided with several anchor protuberances 2-2.Fixed anchors can adopt a kind of in Engineering anchor rod 3, geo-grid 4, the expansion bolt 5.Engineering anchor rod is provided with the engineering connector 3-2 of several anchor protuberances 3-1, band hangnail.Geo-grid 4 is provided with several grids 4-1, reinforcing rib 4-2.
The ecological wall of geotechnique's reinforcement is if link to each other with the hard massif, and fixed anchors can adopt expansion bolt 5 (referring to accompanying drawing 7), and when linking to each other with the soft soil body, fixed anchors can adopt Engineering anchor rod (referring to accompanying drawing 6), geo-grid (referring to accompanying drawing 8).

Claims (5)

1, the ecological wall of a kind of geotechnological reinforcement is characterized in that structure comprises ecological bag, engineering junction button, fixed anchors; Ecological bag has the acupuncture of singing non-woven geotextile bag, in the acupuncture non-woven geotextile bag of singing, permeable soil is housed, several ecological bags closely connect to one by the engineering junction button, make reinforcing rib with the engineering junction button, and fixed anchors is connected with the engineering junction button by the engineering nylon band.
2, the ecological wall of geotechnological reinforcement according to claim 1 is characterized in that the engineering junction button has the engineering junction plate, and engineering junction plate two sides is provided with several anchor protuberances.
3, the ecological wall of geotechnological reinforcement according to claim 1 is characterized in that fixed anchors adopts a kind of in Engineering anchor rod, geo-grid, the expansion bolt.
4,, it is characterized in that Engineering anchor rod is provided with the engineering connector of several anchor protuberances, band hangnail according to claim 1 or the ecological wall of 3 described geotechnological reinforcements.
5, according to claim 1 or the ecological wall of 3 described geotechnological reinforcements, it is characterized in that geo-grid is provided with several grids, reinforcing rib.
CN 200520077643 2005-11-15 2005-11-15 Earthworking reinforced bar ecological wall Ceased CN2856175Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200520077643 CN2856175Y (en) 2005-11-15 2005-11-15 Earthworking reinforced bar ecological wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200520077643 CN2856175Y (en) 2005-11-15 2005-11-15 Earthworking reinforced bar ecological wall

Publications (1)

Publication Number Publication Date
CN2856175Y true CN2856175Y (en) 2007-01-10

Family

ID=37599481

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200520077643 Ceased CN2856175Y (en) 2005-11-15 2005-11-15 Earthworking reinforced bar ecological wall

Country Status (1)

Country Link
CN (1) CN2856175Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008151483A1 (en) * 2007-06-14 2008-12-18 Yu-Shun Chang Earth-supported structure with fasteners
CN102587244A (en) * 2012-01-19 2012-07-18 尚久駜 Stacked geogrid enhanced composite soil roadbed and side slope ecology protection structure thereof
CN102587394A (en) * 2012-01-19 2012-07-18 尚久駜 Ecological protective structure for rock slope
CN103299852A (en) * 2013-06-09 2013-09-18 福建鑫华股份有限公司 Tree planting bag and manufacturing method thereof
CN103758139A (en) * 2014-01-27 2014-04-30 浙江水利水电学院 Vegetation type anchor rod ecological bag and slope protection method thereof
CN103821104A (en) * 2012-11-16 2014-05-28 北京顺天绿色边坡科技有限公司 Soil engineering sea sand sludge ecological bag (tube) reinforced retaining wall
CN105735327A (en) * 2016-04-13 2016-07-06 山东省水利科学研究院 Riverway or construction cofferdam protection slope and construction method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008151483A1 (en) * 2007-06-14 2008-12-18 Yu-Shun Chang Earth-supported structure with fasteners
CN102587244A (en) * 2012-01-19 2012-07-18 尚久駜 Stacked geogrid enhanced composite soil roadbed and side slope ecology protection structure thereof
CN102587394A (en) * 2012-01-19 2012-07-18 尚久駜 Ecological protective structure for rock slope
CN103821104A (en) * 2012-11-16 2014-05-28 北京顺天绿色边坡科技有限公司 Soil engineering sea sand sludge ecological bag (tube) reinforced retaining wall
CN103821104B (en) * 2012-11-16 2016-03-02 北京顺天绿色边坡科技有限公司 A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall
CN103299852A (en) * 2013-06-09 2013-09-18 福建鑫华股份有限公司 Tree planting bag and manufacturing method thereof
CN103758139A (en) * 2014-01-27 2014-04-30 浙江水利水电学院 Vegetation type anchor rod ecological bag and slope protection method thereof
CN103758139B (en) * 2014-01-27 2016-04-06 浙江水利水电学院 Vegetation type anchor rod ecological bag and bank protecting method thereof
CN105735327A (en) * 2016-04-13 2016-07-06 山东省水利科学研究院 Riverway or construction cofferdam protection slope and construction method
CN105735327B (en) * 2016-04-13 2017-09-15 山东省水利科学研究院 A kind of construction method of river course or construction cofferdam bank protection

Similar Documents

Publication Publication Date Title
CN2856175Y (en) Earthworking reinforced bar ecological wall
CN202466604U (en) Self-locking protection brick
CN104594287B (en) Ecological and economic bank protection structure
CN202280064U (en) Protection structure for stone side slope with slope greater than 75 degrees
CN2911014Y (en) Plantable ecological wall
CN103334450B (en) Construction method of pile precast slab retaining wall with drainage ditch
CN102425178A (en) Stone slope nursing structure with slope greater than 75 degrees and arrangement method
CN104234061A (en) Reinforced ecological concrete revetment and construction method thereof
CN110374054A (en) A kind of ecological slope protection consolidates soil structure and method
CN201254712Y (en) Combination water baffle for check dam
CN203782721U (en) Sandy region bank slope protection structure
CN203498860U (en) Anchor rod foundation structure with concrete blocks for photovoltaic module brackets
CN205421300U (en) Three -dimensional netted slope protection net of honeycomb type
CN204676485U (en) A kind of Eco-economic Type bank protection structure
CN204690681U (en) The building block of large swallow-tail form slope protection concrete
CN202148529U (en) Novel rubber turf slope-protecting device
CN104420479A (en) Anchor rod base structure with concrete block of photovoltaic module bracket and setting method
CN2787722Y (en) Connection device for soft construction materials
CN202430741U (en) Hollow-web-type retaining wall structure
CN202187356U (en) Slope protection structure with grid plates
CN201826281U (en) Dyke adopting sand filling pipe bag ecological slope protection structure
CN206385502U (en) A kind of assembling-type precast channel revetment of rapid construction
CN204690782U (en) Mutual embedding reinforcement formula Ecological Retaining Wall
CN201155087Y (en) Ecological acoustical barrier structure
CN209686332U (en) Ecological grid revetment

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C35 Partial or whole invalidation of patent or utility model
IW01 Full invalidation of patent right

Decision date of declaring invalidation: 20081006

Decision number of declaring invalidation: 12355