CN101818590B - Method for building flexible structure - Google Patents
Method for building flexible structure Download PDFInfo
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- CN101818590B CN101818590B CN2009100427449A CN200910042744A CN101818590B CN 101818590 B CN101818590 B CN 101818590B CN 2009100427449 A CN2009100427449 A CN 2009100427449A CN 200910042744 A CN200910042744 A CN 200910042744A CN 101818590 B CN101818590 B CN 101818590B
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Abstract
The invention relates to a method for building a structure, in particular to a method for building an ecological type flexible structure. The method briefly comprises the following steps of: manufacturing soil engineering building blocks and net boom members according to design sizes; and performing assembly construction by a method of manufacturing the net boom members and then putting the soil engineering building blocks. The method has the characteristics of simple process, easy standardization, low manufacturing cost and the like. By adopting the basic method, structures with various net boom soil engineering building block structures, such as ecological walls, ecological road sound barriers, ecological retaining walls, ecological protective slopes, ecological curved retaining walls and protective slopes, vertical greening bodies, environment-friendly residences, yard enclosing walls and the like, can be conveniently built.
Description
Technical field
The present invention relates to a kind of construction method of construction, the construction method of the flexible construction of particularly a kind of ecotype.
Background technology
Bamboo concrete, steel concrete and brick mix structure are arranged in traditional building structure, and these structures are utilized compressive resistance and the reinforcing rib of concrete, machine made brick, the transmission of blockhouse power, have realized the stable of building.Among the peoplely also spread the method that a kind of soil or cob brick with compacting build the house, the tradition of this honesty is still wide-spread so far.Cement, steel, machine made brick all are the high energy consumption building materials, and the anxiety of adverse environment is arranged when widely-used really; The geotechnological method mechanical condition of tradition is poor, can't bear important task without wind and rain.At application number is in the Chinese patent documents such as ZL2005 20103935.9, ZL2004 20066760.4, ZL2005 20114047.7, ZL2004 2 0116041.9; The inventor has proposed the green edge slope engineering system; It builds the unit basically is a kind of geotechnological cloth bag that is called as ecological bag; The permeable soil that do not pass through of this ecological bag, plant can grow from the inside also can be attached to superficial growth; During construction with soil enrich, pile in order after the compacting, connect into type with the connection buckle therebetween, formation bank protection or retaining wall.The green edge slope engineering system utilizes geotechnological cloth bag when having realized water and soil conservation, having promoted the plant growing function, also utilized the hot strength of geotextiles basicly stable soil, rely on connect buckle just having connected into the example of ecologic structure engineering.Also there are many drawbacks in this green edge slope engineering system; As: the simple and crude no technological standards of job practices is supported; Can't ensure the important engineering technical indicator; Single, the no vertical structure power of mechanics of system structure, independent stabilizing power are poor, and technical application is limited in scope, and construction costs is higher to be difficult for for Subscriber Unit acceptance etc.
In sum, concrete, steel concrete, brick mix structure and steel work etc. all belong to the rigid structures class formation, and cob brick, compacted soil, green edge slope engineering system and bamboo-wood structure etc. belong to the flexible structure class formation.Prior art shows: rigid structures research has high input, skill upgrading is fast, and case history is numerous, but its energy consumption is unfavorable for ecological environment greatly; Flexible structure research input is little, technology innovation is slow, but its theory back to nature helps ecological environment.
Summary of the invention
The technical problem that the present invention need solve is: to existing rigidity construction and the existing deficiency of flexible construction, and new flexible construction construction method is provided.
The construction method of this flexible construction; It is characterized in that geotechnological building block and net grid member are that elementary cell constitutes; Wherein geotechnological building block is formed through compression moulding by soil; Net grid member is processed uniform reticular component of material void or material void grid members not of uniform size by the fiber reinforcement type material, connects into net grid member through assembling, and its stage of construction is:
1), will net the grid member and connect into the construction components layer of reserving the building block space according to the overall dimensions of geotechnological building block, this net grid components layer is made up of with the veil grid member all around of vertical direction the bottom plane net grid member of horizontal direction;
2), prefabricated profiled geotechnological building block is inserted respectively in the net grid member established space,, geotechnological building block closely is enclosed in nets in the grid, so just accomplished the construction of first floor construction through enriching the geotechnological building block of connection upper strata, back plane net grid member;
3), on the first floor construction, connect the net grid of making vertical direction and form geotechnological building block headspace; And insert geotechnological building block; The principle that should adopt this moment the upper strata building block to push down lower floor's blockhouse connection seam is carried out; After enriching, connect geotechnological building block upper strata plane net grid member, geotechnological building block closely is enclosed in the net grid, so just accomplished the construction of second layer construction;
4), repeat above-mentioned the 3rd step, up to the flexible construction that is built into desired height and shape.
After accomplishing in above-mentioned the 4th step, carry out plant growing at the skin of flexible construction.
Beneficial effect of the present invention: the present invention have technology simple, be easy to characteristics such as standardization, cost be low, be a kind of Perfected process of building the ecological construction of energy-saving and emission-reducing.
Description of drawings
Fig. 1 is the basic structure sketch map of net grid;
Fig. 2 goes into the sketch map of geotechnological building block for the net grid are built-in;
Fig. 3 is the sketch map after upper strata plane net grid member connects;
Fig. 4 is the sketch map of stack second layer net grid;
Fig. 5 is at the built-in sketch map of going into geotechnological building block of second layer net grid;
Fig. 6 is the sketch map after the upper strata plane net grid member of second layer net grid connects;
Fig. 7 is that flexible construction is built the structural representation after accomplishing;
Fig. 8 is the sketch map of curved face type construction.
The specific embodiment
Referring to 1-Fig. 7; The construction method of this flexible construction; It is characterized in that geotechnological building block 1 and net grid member 2 constitute for elementary cell; Wherein geotechnological building block 1 is formed through compression moulding by soil, and net grid member 2 is processed uniform reticular component of material void or material void grid members not of uniform size by the fiber reinforcement type material, and the fiber reinforcement type material in the net grid member is glass-fiber reinforced material or bamboo fibre enhancement mode material.The mechanical index of net grid member can be adjusted through the composite components of regulating material and the density of netting between the grid.And the mechanical index of geotechnological building block can be through regulating soil proportioning, compactness and infiltrating fortifying fibre and adjust.Infiltrate that fortifying fibre can be fiber crops, straw or plant roots and stems in the geotechnological building block.Geotechnique's building block after compression moulding, can be used environment-friendly type waterproof film sealing for its external surface of pressure-bearing geotechnique building block by soil; For the geotechnological building block that is used for plant growing, configurable composite fertilizer, water-loss reducer in the soil, the then available permeable geotextiles parcel that does not pass through soil of its external surface.This construction construction method is after earlier making geotechnological building block and net grid member according to design size in brief, goes into the method for geotechnological building block and assembles construction according to making net grid member postposition earlier again.Its concrete steps are:
1), will net the grid member and connect into the construction components layer of reserving the building block space according to the overall dimensions of geotechnological building block, this net grid components layer is made up of with the veil grid member all around of vertical direction the bottom plane net grid member of horizontal direction;
2), prefabricated profiled geotechnological building block is inserted respectively in the established space of net grid member; After enriching, connect geotechnological building block upper strata plane net grid member, can adopt following connected mode between the net grid member: hot pressing connection, fastener connect, are intertwined and connected or first hot pressing fastener connection again.Geotechnological building block closely is enclosed in the net grid, has so just accomplished the construction of first floor construction;
3), on the first floor construction, connect the net grid of making vertical direction and form geotechnological building block headspace; And insert geotechnological building block; The principle that should adopt this moment the upper strata building block to push down lower floor's blockhouse connection seam is carried out; After enriching, connect geotechnological building block upper strata plane net grid member, geotechnological building block closely is enclosed in the net grid, so just accomplished the construction of second layer construction;
4), repeat above-mentioned the 3rd step, up to the flexible construction that is built into desired height and shape.
After above-mentioned the 4th step completion, carry out the plantation 4 of plant 4 at the skin of flexible construction.
See also Fig. 8; The characteristics that the plastic deformation of utilization net grid construction material and geotechnological building block are convenient to cut can be carried out the various curved surfaces of construction and built; The shape of the construction after building up can be varied, as being assembly of cylinder, polyhedron or a plurality of solids or the like.
The present invention compared with prior art has tangible technical advantage, shows as:
1. the field production of main member factory has strict technical indicator, at this point, can set up the complete technical standard of this new technology, designing technique standard, construction technique normalizing and inspection of engineering quality standard etc.;
2. construction technology standard, simple and reliable helps construction quality control and check;
3. primary structure member (net grid and geotechnological building block) technical indicator scalable helps designing the construction of hi-tech economy index, is beneficial to applying of technology, creates huge social benefit and economy;
4. construction costs is cheap, bigger raising efficiency of investment, favourable applying;
5. construction is a global formation, has fully played the mechanical property of structure, has realized the target of the structure of solidity stable type forever cheaply, has created solid platform for the flexible structure construction returns to the modern architecture field;
6. be convenient to realize ecological engineering, realize that for building field the target of energy-saving and emission-reduction provides new effective way.
The present invention fully develops talents in some construction projects.Facts have proved according to case history and various engineering; Adopt this basic skills and rationally utilize controllability and the geotechnological block forming of multiple combination function, material of net grid member quick, process characteristics easily; Just can build multiple net grid geotechnique block structure construction easily and come, as: ecological wall, ecological road noise barrier, ecological retaining wall, ecological revetment, ecological curved surface retaining wall and bank protection, vertical greening body, environment protective villas, garden enclosure wall or the like.
Claims (9)
1. the construction method of a flexible construction; It is characterized in that geotechnological building block (1) and net grid members (2) constitute for elementary cell; Wherein geotechnological building block (1) is formed through compression moulding by soil; Net grid members (2) are processed uniform reticular component of material void or material void grid members not of uniform size by the fiber reinforcement type material, connect into net grid member through assembling, and its stage of construction is:
1), will net the grid member and connect into the construction skeleton layer of reserving the building block space according to the overall dimensions of geotechnological building block, this net grid skeleton layer is made up of with the veil grid member all around of vertical direction the bottom plane net grid member of horizontal direction;
2), prefabricated profiled geotechnological building block is inserted respectively in the net grid member established space,, geotechnological building block closely is enclosed in nets in the grid, so just accomplished the construction of first floor construction through enriching the geotechnological building block of connection upper strata, back plane net grid member;
3), on the first floor construction, connect the net grid of making vertical direction and form geotechnological building block headspace; And insert geotechnological building block; The principle that should adopt this moment the upper strata building block to push down lower floor's blockhouse connection seam is carried out; After enriching, connect geotechnological building block upper strata plane net grid member, geotechnological building block closely is enclosed in the net grid, so just accomplished the construction of second layer construction;
4), repeat above-mentioned the 3rd step, up to the flexible construction that is built into desired height and shape.
2. according to the construction method of the said a kind of flexible construction of claim 1, after it is characterized in that accomplishing, carry out plant growing at the skin of flexible construction in above-mentioned the 4th step.
3. according to the construction method of the said a kind of flexible construction of claim 1, it is characterized in that netting the following connected mode of employing between the grid member: hot pressing connection, fastener connect, are intertwined and connected or first hot pressing fastener connection again.
4. according to the construction method of the said a kind of flexible construction of claim 1, the fiber reinforcement type material that it is characterized in that netting in the grid member is glass-fiber reinforced material or bamboo fibre enhancement mode material.
5. according to the construction method of the said a kind of flexible construction of claim 1, composite components and density net grid between of the mechanical index that it is characterized in that netting the grid member through regulating material is adjusted.
6. according to the construction method of the said a kind of flexible construction of claim 1, the mechanical index that it is characterized in that geotechnological building block is through regulating soil proportioning, compactness and infiltrating fortifying fibre and adjust.
7. according to the construction method of the said a kind of flexible construction of claim 6, it is characterized in that infiltrating that fortifying fibre is fiber crops, straw or plant roots and stems in the geotechnological building block.
8. according to the construction method of the said a kind of flexible construction of claim 1, it is characterized in that geotechnological building block by soil after compression moulding, seal with the environment-friendly type waterproof film for its external surface of pressure-bearing geotechnique building block; For the geotechnological building block that is used for plant growing, dispose composite fertilizer, water-loss reducer in the soil, its external surface is then with the permeable geotextiles parcel that does not pass through soil.
9. according to the construction method of the said a kind of flexible construction of claim 1, it is characterized in that utilizing the plastic deformation of net grid construction material and characteristics that geotechnological building block is convenient to cut to carry out the construction curved surface and build.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100427449A CN101818590B (en) | 2009-02-27 | 2009-02-27 | Method for building flexible structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100427449A CN101818590B (en) | 2009-02-27 | 2009-02-27 | Method for building flexible structure |
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| Publication Number | Publication Date |
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| CN101818590A CN101818590A (en) | 2010-09-01 |
| CN101818590B true CN101818590B (en) | 2012-11-07 |
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| CN2009100427449A Expired - Fee Related CN101818590B (en) | 2009-02-27 | 2009-02-27 | Method for building flexible structure |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290852A (en) * | 2012-02-29 | 2013-09-11 | 中冶赛迪工程技术股份有限公司 | Ecological slope protection structure and method of seedbed |
| CN102995646B (en) * | 2012-12-25 | 2016-01-13 | 中鼎国际工程有限责任公司 | Net cage protection pad type revetment structure and construction method thereof |
| ES2683552T3 (en) * | 2016-03-04 | 2018-09-26 | Omya International Ag | Gabion, acoustic wall comprising said gabion, and method of implementation of said gabion |
| CN107988929A (en) * | 2017-12-01 | 2018-05-04 | 中铁二院工程集团有限责任公司 | High speed railway sound barrier, contact net and cutting supporting and retaining system Trinity structure |
| KR101879729B1 (en) * | 2018-01-23 | 2018-07-19 | (주)에코블록 | Non Woven Fabric Type Vegetation Partition Wire Net and Afforesting Method using thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2305448Y (en) * | 1997-08-06 | 1999-01-27 | 胡华 | Composite wall plate block with filled core of waste foam plastic light weight concrete |
| CN200975050Y (en) * | 2006-12-01 | 2007-11-14 | 李安海 | Multifunctional energy-saving building blocks |
| US7445407B2 (en) * | 2005-11-14 | 2008-11-04 | Earth Reinforcement Technologies, Llc | Modular block connecting techniques |
-
2009
- 2009-02-27 CN CN2009100427449A patent/CN101818590B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2305448Y (en) * | 1997-08-06 | 1999-01-27 | 胡华 | Composite wall plate block with filled core of waste foam plastic light weight concrete |
| US7445407B2 (en) * | 2005-11-14 | 2008-11-04 | Earth Reinforcement Technologies, Llc | Modular block connecting techniques |
| CN200975050Y (en) * | 2006-12-01 | 2007-11-14 | 李安海 | Multifunctional energy-saving building blocks |
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| CN101818590A (en) | 2010-09-01 |
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Granted publication date: 20121107 Termination date: 20180227 |