CN108193705A - A kind of barricade bank protection integration earthen structure - Google Patents

A kind of barricade bank protection integration earthen structure Download PDF

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Publication number
CN108193705A
CN108193705A CN201810168951.8A CN201810168951A CN108193705A CN 108193705 A CN108193705 A CN 108193705A CN 201810168951 A CN201810168951 A CN 201810168951A CN 108193705 A CN108193705 A CN 108193705A
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CN
China
Prior art keywords
building block
earthen structure
block
structure according
building
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.)
Pending
Application number
CN201810168951.8A
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Chinese (zh)
Inventor
秦升益
张丹丹
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Hefei Benevolence Innovation Mstar Technology Ltd
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Hefei Benevolence Innovation Mstar Technology Ltd
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
Application filed by Hefei Benevolence Innovation Mstar Technology Ltd filed Critical Hefei Benevolence Innovation Mstar Technology Ltd
Priority to CN201810168951.8A priority Critical patent/CN108193705A/en
Publication of CN108193705A publication Critical patent/CN108193705A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention provides a kind of barricade bank protection integration earthen structure, rests on the side wall by Shape correction, is a kind of for relatively short small-sized earth-retaining facility below 5 meters of gentle slope area height.Masonry module parallel is staggered, and masonry can both make retaining wall or make bank protection, and masonry is made of seepy material, there is an excellent pervious function, and rainwater permeates downwards under the effect of gravity during rainfall, accumulates in barricade, outside the discharge outlet discharge wall of barricade bottom.Wall is built by laying bricks or stones with mortar, and the structures fitting massif gradient, quantities is small, easy for construction, cheap, has preferable anti-overturning energy, structures to have both landscape function, with the Nature one integrated mass, has good ecological effect.

Description

A kind of barricade bank protection integration earthen structure
Technical field
The present invention relates to green building ecoscape barricade and bank protections, and in particular to a kind of geotechnological structure of barricade bank protection integration Build object.
Background technology
In the protection of new countryside construction house safety and the earthwork of one residential displacement, there are a large amount of hillside fields shapings and ecoscape The demand of construction, the relatively short small-sized geotechnological facility of less than 5 meters of setting height, faces upward ramp rate 1:0.2-1:Between 0.3.It is existing There is the geotechnological facility in technology highly larger, geotechnique's setting is carried out frequently with the mode of concreting, and difficulty of construction is big, cost It is high.
Invention content
Therefore, the technical problem to be solved in the present invention is to overcome builds short small-sized gear in gentle slope region in the prior art The technical barriers such as wall design, construction.
1st, the present invention provides a kind of barricade bank protection integration earthen structure, relies on the side slopes by Shape correction On, a barricade for preventing cubic metre of earth lateral displacement is built into, wall total height is not more than 6 meters, wall back slope degree 1:0.2-1:0.3 it Between.
2nd, earthen structure wall body structure is prefabricated into assembled building block by seepy material, built by laying bricks or stones using special masonry mortar and Into.
3rd, building block primary raw material is combined extruding with organic and inorganic material as raw material using the silica sand in desert and is integrally formed. Building block external structure form is rectangle, and inner structure form is matrix pattern, before block interiors are divided by the reinforcing rib of cross Area and back zone, bottom level, top carry the limiting section of 10mm, and limiting section can be protrusion or recessed portion, limit The width in portion is 100mm,, can be with close to the region of limiting section for filling soil for arc transition between limiting section and main body Plantation landscape plant forms natural landscape;Region far from limiting section forms firm structure for filling rubble.
Technical solution of the present invention has the following advantages that:
1. earthen structure provided by the invention, several pieces of building blocks that are parallel to each other and being staggered, between multiple building blocks Retaining wall can be made or make bank protection, while the building block is made of seepy material, drop to block surfaces Water can flow downward step by step sets discharge outlet in barricade bottom, ponding is discharged outside barricade, the mode that building block is piled up each other is assembled It is easy.
Earthen structure has both earth-retaining and bank protection dual function, fully adapts to landslide features of terrain, reduces quantities, It shortens the construction period;Realize batch production, the modularization of production of construction materials, the assembling of mounting process.Meet sponge city to ecology simultaneously The basic demand of bank protection.Earthen structure uses assembled module composition, its own fully adapts to massif to face upward inclined structures Landslide morphology constructs, and reduces the quantities of wall to greatest extent, reduces project cost.
In building block provided by the invention simultaneously, the limiting section being engaged each other, institute are provided between adjacent two pieces of building blocks State limiting section to prevent the building block being located above be located relatively at lower section building block occur towards road direction movement, Jin Eryou Effect ground improves the bank protection of multiple building blocks formation or the structural stability of retaining wall, prevents after multiple building blocks are squeezed by the earthwork It deforms.Earthen structure realizes overall assembled installation, greatly simplifies wall structure form, and entire wall is realized Single module has good safety and stability.
2. earthen structure provided by the invention, the body interior is provided with hollow accommodating chamber.Hollow accommodating chamber can be with The weight of building block is reduced, facilitates and is transported.
3. earthen structure provided by the invention, the hollow accommodating chamber is internally provided with cross-rib, the cross-rib branch Support, by setting cross-rib that can significantly increase the intensity of entire hollow accommodating chamber, works as block on the inner wall of the accommodating chamber When block is squeezed, the probability of building block breakage is reduced.
Description of the drawings
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution of the prior art Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, in being described below Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor It puts, can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the schematic diagram of the geotechnological construction structure provided by the invention;
Fig. 2 is the vertical view of the building block provided by the invention;
Fig. 3 is the side view of the building block provided by the invention.
Reference sign:
1- roads;2- main bodys;21- building blocks;22- cap blocks;211- limiting sections;212- ontologies;22- pedestals;3- is backfilled Soil;4- cross-ribs;A- road surfaces;B- wall base excavation of foundation pit lines.
Specific embodiment
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation Example is part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill Personnel's all other embodiments obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " " center ", " on ", " under ", "left", "right", " vertical ", The orientation or position relationship of the instructions such as " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship, merely to Convenient for the description present invention and simplify description rather than instruction or imply signified device or element must have specific orientation, With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ", " third " is only used for description purpose, and it is not intended that instruction or hint relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or be integrally connected;It can To be mechanical connection or be electrically connected;It can be directly connected, can also be indirectly connected by intermediary, Ke Yishi Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition Concrete meaning in invention.
As long as in addition, technical characteristic involved in invention described below different embodiments non-structure each other It can be combined with each other into conflict.
Embodiment 1
The present embodiment provides a kind of barricade bank protection integration earthen structures, are arranged on both sides of the road, including:Several pieces that This building block that is parallel and being staggered, the building block are made of seepy material, and the water for droping to block surfaces can step by step downwards It flows in the building block of the bottom;The limiting section being engaged each other is provided between adjacent two pieces of building blocks, it is described Limiting section to prevent the building block being located above be located relatively at lower section building block occur towards road direction movement.
As shown in Figures 2 and 3, the building block includes:Ontology 212;The limiting section 211, be protrusion, the protrusion to Protrude above setting on the body, the protrusion of underlying building block is preventing from being arranged in described in top position Movement close to road direction occurs for building block.
In the present embodiment, arc transition is used between the protrusion and the ontology.Arc transition can weaken adjacent Impact force between two pieces of building blocks.
The body interior is provided with hollow accommodating chamber.In the present embodiment, flower can be planted in the hollow accommodating chamber The vegetation such as grass, and then play the role of greening.
In the present embodiment, the hollow accommodating chamber is internally provided with cross-rib 4, and the cross-rib is supported on the accommodating chamber Inner wall on.
In the present embodiment, as shown in Figure 1, the earthen structure further includes:Pedestal is arranged in the institute to bottom State the lower section of building block, the pedestal is undertaking the weight of several building blocks being positioned above.
Specifically, the pedestal can be concrete structure.
In the field, frequently with the gradient for facing upward ramp rate and defining retaining wall or bank protection, in the present embodiment, several described blocks Block forms building block group, building block group the top is provided with cap blocks, by setting cap blocks 22 that can play earth-retaining Effect, the ratio faced upward ramp rate and be defined as between the length on level right angle side of the building block group and the length of bevel edge, this In embodiment, the ramp rate of facing upward is 0.2:1-0.3:1.
Embodiment 2
In the present embodiment, the building block includes:Ontology;The limiting section, for sinking portion, the sinking portion is downwardly projecting to be set It puts on the body, the sinking portion for the building block being located above is stuck in the underlying building block, to prevent The movement of close road direction occurs for the building block for being located above position, and specifically, sinking portion does not mark in figure.
In the present embodiment, arc transition is used between the sinking portion and the ontology.By setting circular arc, can prevent Displacement of breakking away occurs between adjacent two pieces of building blocks.
Embodiment 3
The present embodiment is made on the basis of embodiment 1 and embodiment 2, and in the present embodiment, the ontology is set simultaneously Put out the sinking portion and the protrusion.
Embodiment 4
The present embodiment provides a kind of earthen structure paving structure, as shown in Figure 1, including:Main body 2, road 1, road surface A is certainly Body is horizontally disposed with, and in the present embodiment, road is geotechnique described in the road group embodiment 1-3 of self-assembling formation when massif is built is any Structures, earthen structure described in every group are laid on the both sides of the road;And backfill 3, place mat are constructed in the geotechnique The one end of object far from the earthen structure, to support the earthen structure, the rear side of backfill is provided with wall base base Cheat excavation line B.Sliding resistance energy, the anti-overturning of entire earthen structure paving structure can be strong, and use scope is wide, builds height by laying bricks or stones It can be from 2 meters to 5 meter or so;Structures have both bank protection and landscape planting function simultaneously, show natural landscape, have good ecology Effect.
Specifically, backfill can be arranged between massif and earthen structure.
As shown in Figure 1, pedestal 33 and the building block positioned at the bottom are arranged on pavement of road hereinafter, can provide building block in this way The stability of group bottom.

Claims (8)

1. a kind of barricade bank protection integration earthen structure, is characterized in that, including:
Several pieces of building blocks (21) that are parallel to each other and being staggered, the building block are made of seepy material, drop to building block table The water in face is flowed downward to step by step in the building block of the bottom;
It is provided with the limiting section being engaged each other between adjacent two pieces of building blocks, the limiting section is preventing the block being located above Opposite movement occurs for the building block that block is located relatively at lower section.
2. earthen structure according to claim 1, which is characterized in that the building block (21) includes:
Ontology (212);
The limiting section (211) is protrusion, and the protrusion is protruding upward to be set on the body, underlying block To prevent from being arranged in the building block of top position movement close to road direction occurs for the protrusion of block.
3. earthen structure according to claim 1, which is characterized in that the building block (21) includes:
Ontology (212);
The limiting section (211), for sinking portion, the sinking portion is downwardly projecting to be set on the body, the institute being located above The sinking portion for stating building block is stuck in the underlying building block, to prevent the building block for being located above position from occurring Close to the movement of road direction.
4. the earthen structure according to Claims 2 or 3, which is characterized in that between the protrusion and the ontology and/ Or arc transition is used between the sinking portion and the ontology.
5. earthen structure according to claim 4, which is characterized in that the body interior is provided with hollow accommodating chamber.
6. earthen structure according to claim 5, which is characterized in that the hollow accommodating chamber is internally provided with cross-rib (4), the cross-rib is supported on the inner wall of the accommodating chamber.
7. earthen structure according to claim 6, which is characterized in that further include:Pedestal (22), is arranged in the bottom of to The lower section of the building block of layer, the pedestal is undertaking the weight of several building blocks being positioned above.
8. earthen structure according to claim 7, which is characterized in that several described building blocks (21) form building block group, Ratio between the length on level right angle side of the building block group and the length of bevel edge is 1:0.2-1:Between 0.3.
CN201810168951.8A 2018-02-28 2018-02-28 A kind of barricade bank protection integration earthen structure Pending CN108193705A (en)

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CN201810168951.8A CN108193705A (en) 2018-02-28 2018-02-28 A kind of barricade bank protection integration earthen structure

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Application Number Priority Date Filing Date Title
CN201810168951.8A CN108193705A (en) 2018-02-28 2018-02-28 A kind of barricade bank protection integration earthen structure

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CN108193705A true CN108193705A (en) 2018-06-22

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029623A (en) * 2019-04-09 2019-07-19 广东水利电力职业技术学院(广东省水利电力技工学校) It is a kind of it is chain build frame in fill out plant biological bag greening inclined retaining wall and its construction method

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JPS5862225A (en) * 1981-10-12 1983-04-13 Ryowa Sanshi Kk Stacked block mat
JPH11117313A (en) * 1997-10-16 1999-04-27 Toei Shoko Kk Protection block for surface of slope
JP2001064986A (en) * 1999-08-25 2001-03-13 Shizen To Kankyo:Kk Ecology stabilization block
KR20040046148A (en) * 2002-11-26 2004-06-05 이근희 Vegetation block, and method for constructing vegetation retaining wall and bank protection using the block
KR20050002719A (en) * 2004-11-29 2005-01-10 이완선 Eco-revetment block for steep slope rivers and a retaining wall capable of preventing the loss of a slope by installing blocks having a multistage piling structure and vegetating in a gap between blocks
CN2775172Y (en) * 2005-03-15 2006-04-26 江西绿色家园科技园有限公司 Concrete hollow block for afforestation
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CN202466946U (en) * 2012-03-14 2012-10-03 东北石油大学 High-strength wall insulating brick
CN102864783A (en) * 2011-07-04 2013-01-09 北京亚盟达新型材料技术有限公司 Vegetative reversed filter concrete block and retaining wall
CN103572778A (en) * 2013-10-25 2014-02-12 河海大学 Rope fixture type shearing resisting, dip angle changing and mutual inlaying barricade block and rope fixing method
CN203531213U (en) * 2013-11-01 2014-04-09 董剑 Semi-filled energy-saving hollow block
CN103898872A (en) * 2012-12-27 2014-07-02 上海勘测设计研究院 Slope protection building block
CN205242832U (en) * 2015-11-23 2016-05-18 嘉善远大新型墙体有限公司 Amortization insulating brick for building
CN205369297U (en) * 2015-12-29 2016-07-06 中铁第四勘察设计院集团有限公司 Hollow building block formula barricade with prop up and keep off and afforest function
CN205894098U (en) * 2016-08-05 2017-01-18 山东交通学院 Ecology permeate water regeneration aggregate concrete gravity retaining wall
CN206174194U (en) * 2016-03-31 2017-05-17 文登蓝岛建筑工程有限公司 Heat retaining masonry structure
CN206721917U (en) * 2017-01-05 2017-12-08 河南裕华园林工程有限公司 A kind of ecological retaining wall
CN208578059U (en) * 2018-02-28 2019-03-05 合肥仁创新材料科技有限公司 A kind of barricade slope protection integration earthen structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5862225A (en) * 1981-10-12 1983-04-13 Ryowa Sanshi Kk Stacked block mat
JPH11117313A (en) * 1997-10-16 1999-04-27 Toei Shoko Kk Protection block for surface of slope
JP2001064986A (en) * 1999-08-25 2001-03-13 Shizen To Kankyo:Kk Ecology stabilization block
KR20040046148A (en) * 2002-11-26 2004-06-05 이근희 Vegetation block, and method for constructing vegetation retaining wall and bank protection using the block
KR20050002719A (en) * 2004-11-29 2005-01-10 이완선 Eco-revetment block for steep slope rivers and a retaining wall capable of preventing the loss of a slope by installing blocks having a multistage piling structure and vegetating in a gap between blocks
CN2775172Y (en) * 2005-03-15 2006-04-26 江西绿色家园科技园有限公司 Concrete hollow block for afforestation
CN101597907A (en) * 2009-06-16 2009-12-09 梁菊明 A kind of ecological block
CN101768975A (en) * 2009-12-18 2010-07-07 浙江省交通规划设计研究院 Greening retaining wall building block and method for constructing retaining wall with building block
CN102864783A (en) * 2011-07-04 2013-01-09 北京亚盟达新型材料技术有限公司 Vegetative reversed filter concrete block and retaining wall
CN202466946U (en) * 2012-03-14 2012-10-03 东北石油大学 High-strength wall insulating brick
CN102677695A (en) * 2012-05-18 2012-09-19 河海大学 Mutually-embedded ecological building block retaining wall and construction method thereof
CN103898872A (en) * 2012-12-27 2014-07-02 上海勘测设计研究院 Slope protection building block
CN103572778A (en) * 2013-10-25 2014-02-12 河海大学 Rope fixture type shearing resisting, dip angle changing and mutual inlaying barricade block and rope fixing method
CN203531213U (en) * 2013-11-01 2014-04-09 董剑 Semi-filled energy-saving hollow block
CN205242832U (en) * 2015-11-23 2016-05-18 嘉善远大新型墙体有限公司 Amortization insulating brick for building
CN205369297U (en) * 2015-12-29 2016-07-06 中铁第四勘察设计院集团有限公司 Hollow building block formula barricade with prop up and keep off and afforest function
CN206174194U (en) * 2016-03-31 2017-05-17 文登蓝岛建筑工程有限公司 Heat retaining masonry structure
CN205894098U (en) * 2016-08-05 2017-01-18 山东交通学院 Ecology permeate water regeneration aggregate concrete gravity retaining wall
CN206721917U (en) * 2017-01-05 2017-12-08 河南裕华园林工程有限公司 A kind of ecological retaining wall
CN208578059U (en) * 2018-02-28 2019-03-05 合肥仁创新材料科技有限公司 A kind of barricade slope protection integration earthen structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029623A (en) * 2019-04-09 2019-07-19 广东水利电力职业技术学院(广东省水利电力技工学校) It is a kind of it is chain build frame in fill out plant biological bag greening inclined retaining wall and its construction method

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