CN103266548B - 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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- CN103266548B CN103266548B CN201310220765.1A CN201310220765A CN103266548B CN 103266548 B CN103266548 B CN 103266548B CN 201310220765 A CN201310220765 A CN 201310220765A CN 103266548 B CN103266548 B CN 103266548B
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- macadam
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- 238000004519 manufacturing process Methods 0.000 title abstract 2
- 238000007711 solidification Methods 0.000 claims description 62
- 230000008023 solidification Effects 0.000 claims description 62
- 238000010276 construction Methods 0.000 claims description 26
- 239000000945 filler Substances 0.000 claims description 24
- 239000011435 rock Substances 0.000 claims description 24
- 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
- 238000001035 drying Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 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
- 238000009412 basement excavation Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 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
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram 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
Landscapes
- Road Paving Structures (AREA)
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 loose paving rubble solidification earth construction and preparation method thereof.
Background technology
The sight spot of carrying out tourism development at present in some ruins and cultural relics and historic sites is a lot, and in these traces, some underground historical relic is excavated out not yet completely, and even the embedding location of some historical relics is not also determined.After more early stage historic sites are developed to tourist attractions, these ground, historic site adopt simple concrete to form usually.Inconvenience is very brought to the detection in later stage and excavation historical relics in rigid pavement, and rigid pavement is the structure of sealing, waterproof airtight, change original ground surface environment, and the historical relics of underground are when external environment flip-flop, be subject to irremediable destruction because of environment change possibly.The road surface of loose paving rubble was selected afterwards in the project of ruins, rubble fall apart the style in floor file face and ruins project style closely, the less stable in floor file face but rubble falls apart, is travelling through long vehicle, easily forms wheel and is absorbed in and the problem such as ground aggregate slip.
Summary of the invention
Hindering later stage cultural relic excavation exploitation to make up road surface, above-mentioned traces, changing ground surface environment brings destruction defect to historical relic, the present invention proposes a kind of loose paving rubble solidification earth construction and preparation method thereof.
The technical scheme of this structure is: a kind of loose paving rubble solidification earth construction, described earth construction comprises the veneer distributed as net shape, be enclosed in the stiffened edge outside veneer integral grid and be filled in the carrying ground of the grid inside that veneer is formed, described carrying ground comprises the solidification macadam and layer of concrete that are arranged in order from top to bottom, carrying ground has the vestibule running through layer of concrete and solidification macadam, solidification macadam surface coverage has crushed rock filler, crushed rock filler covers solidification macadam surface and is filled in vestibule, and the surface of crushed rock filler flushes with stiffened edge surface.In the technical program, (1) road surface is separated into multiple separate carrying ground by veneer, at later stage cultural relic excavation or when exploring, using veneer as line of cut, along veneer, this carrying ground can be cut out separately, cutting panels of wood step is simple and convenient, can not concrete be cut to, conveniently the excavation of later stage underground historical relic is explored, and the veneer later stage may degenerate, need not cut and can take out separately certain block carrying ground, not affect the exploitation in later stage; (2) road surface has vestibule, and fill rubble in vestibule, rubble is the structure of water-permeable and air permeable, in use ensures the consistent of ground surface environment, prevents underground historical relic because ground environment change causes damaging; (3) this ground structure periphery is provided with stiffened edge; ensure that rubble can not spill outside stiffened edge; protection external environment; vestibule top is fixed with solidification macadam; solidification macadam outward appearance and crushed rock filler is close, also ensure that to have at the crushed rock filler on road surface simultaneously and slides that to expose ground outward appearance when macadam is solidified in below consistent a little playing carrying effect.
Described stiffened edge comprises stiffened edge layer of concrete and stiffened edge solidification macadam, stiffened edge layer of concrete to be centered around outside veneer and to maintain an equal level with layer of concrete height, and stiffened edge solidification macadam is fixed on above stiffened edge layer of concrete and upper surface is fair with filling surface.In the technical program, stiffened edge solidification macadam outward appearance and crushed rock filler is close, ensures that road surface is overall consistent, and solidifies rubble surface irregularity, add frictional resistance, prevent crushed rock filler from sliding into outside stiffened edge further.
Described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidification macadam, solidification macadam material are identical.In the technical program, adopt same material to ensure the simple and direct of construction, and same material outward appearance is consistent, ensures the attractive in appearance of road surface.
Described vestibule top is interconnected.Vestibule is interconnected between top, makes overall road surface seem more neat and artistic.
Also leveling layer and basic unit is equipped with successively below carrying ground, stiffened edge and veneer.In construction, lay leveling layer and basic unit according to actual needs, ensure that stablizing of road structure is smooth.
A laying method for above-mentioned loose paving rubble solidification earth construction, the method comprises the following steps:
(1) basic unit is laid;
(2) fixing peripheral template in basic unit;
(3) leveling layer is laid by the basic unit inside template;
(4) veneer and mould is laid, leveling layer puts mould, multiple arrangement of molds is placed on leveling layer, between adjacent mould, fix veneer simultaneously, after treating die layout, fix row's veneer again in mould outermost, make the veneer between the veneer in outside and mould form network, and between template and outside veneer, leave the space of pouring into a mould stiffened edge;
(5) lay layer of concrete and stiffened edge layer of concrete, in the template laid and mould, fluid concrete forms layer of concrete and stiffened edge layer of concrete, and layer of concrete is identical with stiffened edge layer of concrete height, all lower than die surface 3cm;
(6) solidification macadam and stiffened edge solidification macadam is laid, lay solidification macadam and stiffened edge solidification macadam respectively at layer of concrete and stiffened edge concrete surface, and stiffened edge solidification Ballast Layer Height and template is fair and higher than solidifying macadam 3cm;
(7) take out mould, after above each layer all coagulation forming, take out mould and template, form vestibule type road surface preliminary structure;
(8) crushed rock filler is filled, after until above-mentioned each layer, drying reaches intensity all, fill in solidification macadam surface and vestibule and compacting rubble formation crushed rock filler, and it is identical to make crushed rock filler surface and stiffened edge solidify Ballast Layer Height, completes the laying of earth construction.
In 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 road surface to be damaged by delivery before finish-drying.
The height of described veneer is identical with the height of mould, and lower than the height of template.In the technical program, after construction completes, veneer height is lower than stiffened edge height, what ensure that road surface manifests is crushed rock filler, veneer length and width is identical with mould, ensures that road surface can directly be cut open along veneer by the later stage, avoids destruction to change solidifying soil layer and solidification macadam.
Accompanying drawing explanation
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 the present invention's veneer grid;
In figure, 1, veneer; 2, stiffened edge; 21, stiffened edge layer of concrete; 22, stiffened edge solidification macadam; 3, ground is carried; 31, macadam is solidified; 32, layer of concrete; 33, vestibule; 34, crushed rock filler; 4, leveling layer; 5, basic unit.
Detailed description of the invention
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 loose paving rubble solidification earth construction, described earth construction comprises the veneer 1 distributed as net shape, be enclosed in the stiffened edge 2 outside veneer integral grid and be filled in the carrying ground 3 of the grid inside that veneer is formed, described carrying ground comprises the solidification macadam 31 and layer of concrete 32 that are arranged in order from top to bottom, carrying ground has the vestibule 33 running through layer of concrete and solidification macadam, solidification macadam surface coverage has crushed rock filler 34, crushed rock filler covers solidification macadam surface and is filled in vestibule, and the surface of crushed rock filler flushes with stiffened edge surface.In the present embodiment, described stiffened edge comprises stiffened edge layer of concrete 21 and stiffened edge solidification macadam 22, stiffened edge layer of concrete to be centered around outside veneer and to maintain an equal level with layer of concrete height, and stiffened edge solidification macadam is fixed on above stiffened edge layer of concrete and upper surface is fair with filling surface.Described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidification macadam, solidification macadam material are identical.Described vestibule top is interconnected.Leveling layer 4 and basic unit 5 is also equipped with successively below carrying ground, stiffened edge and veneer.
A laying method for above-mentioned loose paving rubble solidification earth construction, the method comprises the following steps:
(1) basic unit is laid;
(2) fixing peripheral template in basic unit;
(3) leveling layer is laid by the basic unit inside template;
(4) veneer and mould is laid, leveling layer puts mould, multiple arrangement of molds is placed on leveling layer, between adjacent mould, fix veneer simultaneously, after treating die layout, fix row's veneer again in mould outermost, make the veneer between the veneer in outside and mould form network, and between template and outside veneer, leave the space of pouring into a mould stiffened edge;
(5) lay layer of concrete and stiffened edge layer of concrete, in the template laid and mould, fluid concrete forms layer of concrete and stiffened edge layer of concrete, and layer of concrete is identical with stiffened edge layer of concrete height, all lower than die surface 3cm;
(6) solidification macadam and stiffened edge solidification macadam is laid, lay solidification macadam and stiffened edge solidification macadam respectively at layer of concrete and stiffened edge concrete surface, and stiffened edge solidification Ballast Layer Height and template is fair and higher than solidifying macadam 3cm;
(7) take out mould, after above each layer all coagulation forming, take out mould and template, form vestibule type road surface preliminary structure;
(8) crushed rock filler is filled, after until above-mentioned each layer, drying reaches intensity all, fill in solidification macadam surface and vestibule and compacting rubble formation crushed rock filler, and it is identical to make crushed rock filler surface and stiffened edge solidify Ballast Layer Height, completes 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 lower than the height of template.When laying, veneer is placed on leveling layer together with mould, maintains an equal level below veneer with below mould, and top and die top maintain an equal level.
Veneer grid of the present invention as various shape, can adopt square net for convenience of understanding in the present embodiment, except square net, can also make other polygons according to veneer size or client's actual needs.
In the present invention, basic unit adopts graded sand and stone/sandy gravel level rubble/graded broken stone compacting to form, and leveling layer adopts medium coarse sand to lay and forms, and ensures its air-and water-permeable.
The above; for better case study on implementation of the present invention; not the present invention is imposed any restrictions, every above embodiment is done according to the technology of the present invention essence any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solution of the present invention.
Claims (8)
1. a loose paving rubble solidification earth construction, it is characterized in that, described earth construction comprises the veneer (1) distributed as net shape, be enclosed in the stiffened edge (2) outside veneer integral grid and be filled in the carrying ground (3) of the grid inside that veneer is formed, described carrying ground comprises the solidification macadam (31) and layer of concrete (32) that are arranged in order from top to bottom, carrying ground has the vestibule (33) running through layer of concrete and solidification macadam, solidification macadam surface coverage has crushed rock filler (34), crushed rock filler covers solidification macadam surface and is filled in vestibule, and the surface of crushed rock filler flushes with stiffened edge surface.
2. loose paving rubble solidification earth construction according to claim 1, it is characterized in that, described stiffened edge comprises stiffened edge layer of concrete (21) and stiffened edge solidification macadam (22), stiffened edge layer of concrete to be centered around outside veneer and to maintain an equal level with layer of concrete height, and stiffened edge solidification macadam is fixed on above stiffened edge layer of concrete and upper surface is fair with filling surface.
3. loose paving rubble solidification earth construction according to claim 1, it is characterized in that, described stiffened edge layer of concrete, layer of concrete material are identical, and stiffened edge solidification macadam, solidification macadam material are identical.
4. loose paving rubble solidification earth construction according to claim 1, it is characterized in that, described vestibule top is interconnected.
5. loose paving rubble solidification earth construction according to claim 1, is characterized in that, below carrying ground, stiffened edge and veneer, be also equipped with leveling layer (4) and basic unit (5) successively.
6. a laying method for loose paving rubble solidification earth construction described in claim 1, it is characterized in that, the method comprises the following steps:
(1) basic unit is laid;
(2) fixing peripheral template in basic unit;
(3) leveling layer is laid by the basic unit inside template;
(4) veneer and mould is laid, leveling layer puts mould, multiple arrangement of molds is placed on leveling layer, between adjacent mould, fix veneer simultaneously, after treating die layout, fix row's veneer again in mould outermost, make the veneer between the veneer in outside and mould form network, and between template and outside veneer, leave the space of pouring into a mould stiffened edge;
(5) lay layer of concrete and stiffened edge layer of concrete, in the template laid and mould, fluid concrete forms layer of concrete and stiffened edge layer of concrete, and layer of concrete is identical with stiffened edge layer of concrete height, all lower than die surface 3cm;
(6) solidification macadam and stiffened edge solidification macadam is laid, lay solidification macadam and stiffened edge solidification macadam respectively at layer of concrete and stiffened edge concrete surface, and stiffened edge solidification Ballast Layer Height and template is fair and higher than solidifying macadam 3cm;
(7) take out mould, after above each layer all coagulation forming, take out mould and template, form vestibule type road surface preliminary structure;
(8) crushed rock filler is filled, after until above-mentioned each layer, drying reaches intensity all, fill in solidification macadam surface and vestibule and compacting rubble formation crushed rock filler, and it is identical to make crushed rock filler surface and stiffened edge solidify Ballast Layer Height, completes the laying of earth construction.
7. the laying method of loose paving rubble solidification earth construction according to claim 6, it is characterized in that, described mould scribbles release agent before laying.
8. loose paving rubble solidification earth construction laying method according to claim 6, it is characterized in that, the height of described veneer is identical with the height of mould, and lower than the height of template.
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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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| 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 CN103266548A (en) | 2013-08-28 |
| CN103266548B true CN103266548B (en) | 2015-07-15 |
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| CN112030653B (en) * | 2020-07-13 | 2021-11-02 | 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 |
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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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