CN103266548A - Scatteredly paved gravel solidified ground surface structure and manufacturing method thereof - Google Patents
Scatteredly paved gravel solidified ground surface structure and manufacturing method thereof Download PDFInfo
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- CN103266548A CN103266548A CN2013102207651A CN201310220765A CN103266548A CN 103266548 A CN103266548 A CN 103266548A CN 2013102207651 A CN2013102207651 A CN 2013102207651A CN 201310220765 A CN201310220765 A CN 201310220765A CN 103266548 A CN103266548 A CN 103266548A
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- macadam
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- rubble
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- 238000004519 manufacturing process Methods 0.000 title abstract 2
- 238000010276 construction Methods 0.000 claims description 26
- 239000000945 filler Substances 0.000 claims description 21
- 230000015572 biosynthetic process Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000012530 fluid Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000002023 wood Substances 0.000 abstract description 7
- 230000003014 reinforcing effect Effects 0.000 abstract 3
- 238000012856 packing Methods 0.000 abstract 2
- 238000002360 preparation method Methods 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The invention discloses a scatteredly paved gravel solidified ground surface structure and a manufacturing method thereof. The ground surface structure comprises thin wood plates which are distributed in a latticed mode, reinforcing edges and bearing ground surfaces, wherein the reinforcing edges are surrounded at the outer sides of the whole lattices of the thin wood plates; the bearing ground surfaces are filled in lattices formed by the thin wood plates; the bearing ground surfaces comprise solidified gravel layers and concrete layers which are sequentially arrayed from top to bottom; hole cavities which run through the concrete layers and the solidified gravel layers are formed on the bearing ground surfaces; the surfaces of the solidified gravel layers are covered with gravel packing, and is filled into the hole cavities; and the surface of the gravel packing is level with the surfaces of the reinforcing edges. The thin wood plate lattices provided by the invention can be of various shapes; in the embodiment, square lattices are adopted for the convenience of understanding, besides the square lattices, the thin wood plate lattices can be manufactured to be other polygons according to the sizes of the thin wood plates or the actual requirements of customers.
Description
Technical field
Invention belongs to building material technical field, is specifically related to a kind of diffusing shop rubble and solidifies earth construction and preparation method thereof.
Background technology
At present in some ruins and cultural relics and historic sites to carry out the sight spot of tourism development a lot, and in these traces, some underground historical relic is not excavated as yet fully, even the embedding location of some historical relics is not also determined.After more early stage historic sites were developed to tourist attractions, these ground, historic site adopted simple concrete to constitute usually.The rigid pavement is given the detection in later stage and is excavated historical relics and bring unusual inconvenience, and the rigid pavement is the structure of sealing, waterproof airtight, changed original ground surface environment, and underground historical relics are subjected to irremediable destruction possibly because of environment change under the situation of external environment flip-flop.In the project of ruins, selected the road surface of the shop rubble that looses afterwards for use, the style of the diffusing floor file face of rubble and the style of ruins project are very approaching, the less stable of floor file face but rubble looses is being travelled through long vehicle, forms wheel easily and is absorbed in and problem such as ground aggregate slip.
Summary of the invention
Hinder later stage historical relic excavation exploitation in order to remedy road surface, above-mentioned traces, change ground surface environment and bring the defective of destruction to historical relic, the present invention proposes a kind of diffusing shop rubble and solidifies earth construction and preparation method thereof.
The technical scheme of this structure is: a kind of diffusing shop rubble solidifies earth construction, described earth construction comprises the veneer that distributes as net shape, the carrying ground that is enclosed in the stiffened edge in the veneer integral grid outside and is filled in the grid inside of veneer formation, described carrying ground comprises curing macadam and the layer of concrete that is arranged in order from top to bottom, have the vestibule that runs through layer of concrete and solidify macadam on the carrying ground, solidify the macadam surface coverage rubble filler is arranged, the rubble filler covers curing macadam surface and is filled in the vestibule, and the surface of rubble filler and stiffened edge flush.In the technical program, (1) road surface is separated into a plurality of separate carrying ground by veneer, when the later stage historical relic is excavated or explored, can should carry ground along veneer and cut out separately with veneer as line of cut, the cutting panels of wood step is simple and convenient, can not cut to concrete, convenient excavation to underground historical relic of later stage is explored, and the veneer later stage may degenerate, need not cut and to take out certain piece carrying ground separately, not influence the exploitation in later stage; (2) road surface has vestibule, fills rubble in the vestibule, and rubble is the structure of water-permeable and air permeable, in use guarantees the unanimity of ground surface environment, prevents underground historical relic and causes damaging because ground environment changes; (3) this ground structure periphery is provided with stiffened edge; guarantee that rubble can not spill the stiffened edge outside; the protection external environment; the curing macadam is fixedly arranged at the vestibule top; solidify the macadam outward appearance and approach with the rubble filler, play the carrying effect also guaranteed simultaneously rubble filler on the road surface have slide a little expose below ground outward appearance unanimity during the curing macadam.
Described stiffened edge comprises that stiffened edge layer of concrete and stiffened edge solidify macadam, the stiffened edge layer of concrete is centered around the veneer outside and maintains an equal level with the layer of concrete height, and stiffened edge curing macadam is fixed on stiffened edge layer of concrete top and upper surface and filling surface and maintains an equal level.In the technical program, stiffened edge solidifies the macadam outward appearance and the rubble filler approaches, and guarantees that road surface is whole consistent, and solidifies the rubble surface irregularity, has increased frictional resistance, prevents that further the rubble filler from sliding into the stiffened edge outside.
Described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidifies macadam, it is identical to solidify the macadam material.In the technical program, adopt same material to guarantee the simple and direct of construction, and same material outward appearance unanimity, the attractive in appearance of road surface guaranteed.
Described vestibule top is interconnected.Vestibule is interconnected between the top, makes whole road surface seem more neat and artistic.
Below carrying ground, stiffened edge and veneer, also be equipped with leveling layer and basic unit successively.In construction, lay leveling layer and basic unit according to actual needs, guarantee that stablizing of road structure is smooth.
A kind of above-mentioned diffusing shop rubble solidifies the laying method of earth construction, and this method may further comprise the steps:
(1) lays basic unit;
(2) in the fixing peripheral template of basic unit
(3) lay leveling layer in the basic unit of template inboard;
(4) lay veneer and mould, put mould at leveling layer, a plurality of arrangement of molds are placed on the leveling layer, fixing veneer between adjacent mould simultaneously, treat mould put finish after, fix row's veneer again in the mould outermost, make the veneer in the outside and the veneer between the mould constitute network, and leave the space of cast stiffened edge between template and the outside veneer;
(5) lay layer of concrete and stiffened edge layer of concrete, fluid concrete constitutes layer of concrete and stiffened edge layer of concrete in the template that lays and mould, and layer of concrete is identical with stiffened edge layer of concrete height, all is lower than die surface 3cm;
(6) lay to solidify macadam and stiffened edge and solidify macadam, lay respectively on layer of concrete and stiffened edge layer of concrete surface and solidify macadam and stiffened edge solidifies macadam, and stiffened edge solidifies the macadam height and maintains an equal level with template and be higher than curing macadam 3cm;
(7) take out mould, treat that above each layer all behind the coagulation forming, takes out mould and template, the preliminary structure in formation vestibule type road surface;
(8) fill the rubble filler, treat above-mentioned each layer all dry go up intensity after, in solidifying macadam surface and vestibule, fill and compacting rubble formation rubble filler, and it is identical to make rubble filling surface and stiffened edge solidify the macadam height, finishes the laying of earth construction.
In the said method, described mould scribbles release agent before laying.In the technical program, adopt release agent to be convenient to later stage mould and template taking-up, avoid the road surface before finish-drying, to be damaged by delivery.
The height of described veneer is identical with the height of mould, and is lower than the height of template.In the technical program, after construction was finished, the veneer height was lower than the stiffened edge height, what guarantee that the road surface manifests is the rubble filler, the veneer length and width is identical with mould, and the assurance later stage can directly be cut the road surface open along veneer, avoids destroying changing and coagulates soil layer and solidify macadam.
Description of drawings
Fig. 1 is the plan structure schematic diagram of one embodiment of the present invention;
Fig. 2 is the cross-sectional schematic of the earth construction in veneer grid of the present invention;
Among the figure, 1, veneer; 2, stiffened edge; 21, stiffened edge layer of concrete; 22, stiffened edge solidifies macadam; 3, carrying ground; 31, solidify macadam; 32, layer of concrete; 33, vestibule; 34, rubble filler; 4, leveling layer; 5, basic unit.
The specific embodiment
For ease of the understanding of technical solution of the present invention, be introduced below in conjunction with concrete embodiment.As Fig. 1, a kind of diffusing shop rubble solidifies earth construction, described earth construction comprises the veneer 1 that distributes as net shape, the carrying ground 3 that is enclosed in the stiffened edge 2 in the veneer integral grid outside and is filled in the grid inside of veneer formation, described carrying ground comprises curing macadam 31 and the layer of concrete 32 that is arranged in order from top to bottom, have the vestibule 33 that runs through layer of concrete and solidify macadam on the carrying ground, solidify the macadam surface coverage rubble filler 34 is arranged, the rubble filler covers curing macadam surface and is filled in the vestibule, and the surface of rubble filler and stiffened edge flush.In the present embodiment, described stiffened edge comprises that stiffened edge layer of concrete 21 and stiffened edge solidify macadam 22, the stiffened edge layer of concrete is centered around the veneer outside and maintains an equal level with the layer of concrete height, and stiffened edge curing macadam is fixed on stiffened edge layer of concrete top and upper surface and filling surface and maintains an equal level.Described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidifies macadam, it is identical to solidify the macadam material.Described vestibule top is interconnected.Below carrying ground, stiffened edge and veneer, also be equipped with leveling layer 4 and basic unit 5 successively.
A kind of above-mentioned diffusing shop rubble solidifies the laying method of earth construction, and this method may further comprise the steps:
(1) lays basic unit;
(2) in the fixing peripheral template of basic unit
(3) lay leveling layer in the basic unit of template inboard;
(4) lay veneer and mould, put mould at leveling layer, a plurality of arrangement of molds are placed on the leveling layer, fixing veneer between adjacent mould simultaneously, treat mould put finish after, fix row's veneer again in the mould outermost, make the veneer in the outside and the veneer between the mould constitute network, and leave the space of cast stiffened edge between template and the outside veneer;
(5) lay layer of concrete and stiffened edge layer of concrete, fluid concrete constitutes layer of concrete and stiffened edge layer of concrete in the template that lays and mould, and layer of concrete is identical with stiffened edge layer of concrete height, all is lower than die surface 3cm;
(6) lay to solidify macadam and stiffened edge and solidify macadam, lay respectively on layer of concrete and stiffened edge layer of concrete surface and solidify macadam and stiffened edge solidifies macadam, and stiffened edge solidifies the macadam height and maintains an equal level with template and be higher than curing macadam 3cm;
(7) take out mould, treat that above each layer all behind the coagulation forming, takes out mould and template, the preliminary structure in formation vestibule type road surface;
(8) fill the rubble filler, treat above-mentioned each layer all dry go up intensity after, in solidifying macadam surface and vestibule, fill and compacting rubble formation rubble filler, and it is identical to make rubble filling surface and stiffened edge solidify the macadam height, finishes the laying of earth construction.
In laying construction, mould scribbles release agent before laying.The height of veneer is identical with the height of mould, and is lower than the height of template.When laying, veneer is placed on the leveling layer with mould, and the veneer below maintains an equal level with the mould below, and top and mould top maintain an equal level.
Veneer grid of the present invention can be used as different shape, adopts square net for convenient understanding in the present embodiment, except square net, can also make other polygons according to veneer size or client's actual needs.
Among the present invention, basic unit adopts graded sand and stone/sandy gravel level rubble/graded broken stone compacting to constitute, and leveling layer adopts medium coarse sand to lay and forms, and guarantees its air-and water-permeable.
The above; be preferable case study on implementation of the present invention; be not that the present invention is imposed any restrictions, every any simple modification, change and equivalent structure of above embodiment being done according to the technology of the present invention essence changes, and all still belongs in the protection domain of technical solution of the present invention.
Claims (8)
1. the shop rubble that looses solidifies earth construction, it is characterized in that, described earth construction comprises the veneer (1) that distributes as net shape, the carrying ground (3) that is enclosed in the stiffened edge (2) in the veneer integral grid outside and is filled in the grid inside of veneer formation, described carrying ground comprises curing macadam (31) and the layer of concrete (32) that is arranged in order from top to bottom, have the vestibule (33) that runs through layer of concrete and solidify macadam on the carrying ground, solidify the macadam surface coverage rubble filler (34) is arranged, the rubble filler covers curing macadam surface and is filled in the vestibule, and the surface of rubble filler and stiffened edge flush.
2. diffusing shop according to claim 1 rubble solidifies earth construction, it is characterized in that, described stiffened edge comprises that stiffened edge layer of concrete (21) and stiffened edge solidify macadam (22), the stiffened edge layer of concrete is centered around the veneer outside and maintains an equal level with the layer of concrete height, and stiffened edge curing macadam is fixed on stiffened edge layer of concrete top and upper surface and filling surface and maintains an equal level.
3. diffusing shop according to claim 1 rubble solidifies earth construction, it is characterized in that, described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidifies macadam, it is identical to solidify the macadam material.
4. rubble curing earth construction in diffusing shop according to claim 1 is characterized in that described vestibule top is interconnected.
5. rubble curing earth construction in diffusing shop according to claim 1 is characterized in that, also is equipped with leveling layer (4) and basic unit (5) successively below carrying ground, stiffened edge and veneer.
6. the described diffusing shop of claim 1 rubble solidifies the laying method of earth construction, it is characterized in that this method may further comprise the steps:
(1) lays basic unit;
(2) in the fixing peripheral template of basic unit
(3) lay leveling layer in the basic unit of template inboard;
(4) lay veneer and mould, put mould at leveling layer, a plurality of arrangement of molds are placed on the leveling layer, fixing veneer between adjacent mould simultaneously, treat mould put finish after, fix row's veneer again in the mould outermost, make the veneer in the outside and the veneer between the mould constitute network, and leave the space of cast stiffened edge between template and the outside veneer;
(5) lay layer of concrete and stiffened edge layer of concrete, fluid concrete constitutes layer of concrete and stiffened edge layer of concrete in the template that lays and mould, and layer of concrete is identical with stiffened edge layer of concrete height, all is lower than die surface 3cm;
(6) lay to solidify macadam and stiffened edge and solidify macadam, lay respectively on layer of concrete and stiffened edge layer of concrete surface and solidify macadam and stiffened edge solidifies macadam, and stiffened edge solidifies the macadam height and maintains an equal level with template and be higher than curing macadam 3cm;
(7) take out mould, treat that above each layer all behind the coagulation forming, takes out mould and template, the preliminary structure in formation vestibule type road surface;
(8) fill the rubble filler, treat above-mentioned each layer all dry go up intensity after, in solidifying macadam surface and vestibule, fill and compacting rubble formation rubble filler, and it is identical to make rubble filling surface and stiffened edge solidify the macadam height, finishes the laying of earth construction.
7. the laying method of rubble curing earth construction in diffusing shop according to claim 6 is characterized in that described mould scribbles release agent before laying.
8. diffusing shop rubble curing earth construction laying method according to claim 6 is characterized in that the height of described veneer is identical with the height of mould, and is lower than the height of template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310220765.1A CN103266548B (en) | 2013-06-05 | 2013-06-05 | Scatteredly paved gravel solidified ground surface structure and manufacturing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310220765.1A CN103266548B (en) | 2013-06-05 | 2013-06-05 | Scatteredly paved gravel solidified ground surface structure and manufacturing method thereof |
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| CN103266548A true CN103266548A (en) | 2013-08-28 |
| CN103266548B CN103266548B (en) | 2015-07-15 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030653A (en) * | 2020-07-13 | 2020-12-04 | 中国港湾工程有限责任公司 | Cement stabilized macadam construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3802790A (en) * | 1970-03-25 | 1974-04-09 | J Blackburn | Methods for producing pavement-like sites |
| CN1171475A (en) * | 1997-06-24 | 1998-01-28 | 王兴飞 | Antislip colour coverplate of grund stone for protecting tree and its manufacture method |
| US20080113161A1 (en) * | 2006-11-13 | 2008-05-15 | Bomanite Corporation | Former for pavement-like sites, method of making same, method of using same, and resulting pavement-like site |
| CN101418540A (en) * | 2008-12-11 | 2009-04-29 | 周水林 | Construction method of polyethylene grass planting land |
| CN102296511A (en) * | 2011-07-20 | 2011-12-28 | 北京中景橙石建筑科技有限公司 | Cellular permeable concrete ground structure for grass growing and production method thereof |
| CN203295916U (en) * | 2013-06-05 | 2013-11-20 | 北京中景橙石建筑科技有限公司 | Scattered broken stone cured road surface structure |
-
2013
- 2013-06-05 CN CN201310220765.1A patent/CN103266548B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3802790A (en) * | 1970-03-25 | 1974-04-09 | J Blackburn | Methods for producing pavement-like sites |
| CN1171475A (en) * | 1997-06-24 | 1998-01-28 | 王兴飞 | Antislip colour coverplate of grund stone for protecting tree and its manufacture method |
| US20080113161A1 (en) * | 2006-11-13 | 2008-05-15 | Bomanite Corporation | Former for pavement-like sites, method of making same, method of using same, and resulting pavement-like site |
| CN101418540A (en) * | 2008-12-11 | 2009-04-29 | 周水林 | Construction method of polyethylene grass planting land |
| CN102296511A (en) * | 2011-07-20 | 2011-12-28 | 北京中景橙石建筑科技有限公司 | Cellular permeable concrete ground structure for grass growing and production method thereof |
| CN203295916U (en) * | 2013-06-05 | 2013-11-20 | 北京中景橙石建筑科技有限公司 | Scattered broken stone cured road surface structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030653A (en) * | 2020-07-13 | 2020-12-04 | 中国港湾工程有限责任公司 | Cement stabilized macadam construction process |
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| CN103266548B (en) | 2015-07-15 |
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Effective date of registration: 20150608 Address after: 100070, No. 5, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, building 6 (Park) Applicant after: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. Address before: 100070, No. five, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, China, 6 floors Applicant before: ORANGESTONE CONSTRUCTION TECHNOLOGY Co.,Ltd. |
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Address after: 100070, No. 5, No. 2, No. 188, South Fourth Ring Road, Beijing, Fengtai District, building 6 (Park) Patentee after: BEIJING ORANGESTONE HARDSCAPE CO.,LTD. Address before: 100070, No. 5, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, building 6 (Park) Patentee before: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. |
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Denomination of invention: Scatteredly paved gravel solidified ground surface structure and manufacturing method thereof Effective date of registration: 20181030 Granted publication date: 20150715 Pledgee: China Merchants Bank Limited by Share Ltd. Beijing branch Pledgor: BEIJING ORANGESTONE HARDSCAPE CO.,LTD. Registration number: 2018990001013 |
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Date of cancellation: 20221018 Granted publication date: 20150715 Pledgee: China Merchants Bank Limited by Share Ltd. Beijing branch Pledgor: BEIJING ORANGESTONE HARDSCAPE CO.,LTD. Registration number: 2018990001013 |