CN203097218U - Building wear-resisting pouring ground structure - Google Patents
Building wear-resisting pouring ground structure Download PDFInfo
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- CN203097218U CN203097218U CN 201320068790 CN201320068790U CN203097218U CN 203097218 U CN203097218 U CN 203097218U CN 201320068790 CN201320068790 CN 201320068790 CN 201320068790 U CN201320068790 U CN 201320068790U CN 203097218 U CN203097218 U CN 203097218U
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Abstract
The utility model discloses a building wear-resisting pouring ground structure and belongs to the field of building ground. The building wear-resisting pouring ground structure is particularly applicable to ground construction of large workshops. The building wear-resisting pouring ground structure comprises a surface layer, a structural layer, a cushion layer and a plain soil layer, wherein the surface layer is located on the top surface, the structural layer and the cushion layer are arranged under the surface layer in sequence, the plain soil layer is arranged under the cushion layer, the surface layer is a silicon carbide surface layer, the structural layer is a reinforced concrete structural layer, the cushion layer is a metalling cushion layer, and the silicon carbide surface layer is integrated with the upper surface of the reinforced concrete structural layer in an interpenetrating mode. The building wear-resisting pouring ground structure has the advantages of being capable of improving abrasion resistance of the ground with the structure, enabling the ground with the structure to be free of ash after the ground is ground and clashed by equipment such as vehicle wheels, and guaranteeing the cleanliness of a clean workshop, simple in construction, capable of facilitating fast construction, economical, practical, and remarkable in economical benefit.
Description
Technical field
The utility model relates to a kind of building wear-resistant pouring earth construction, belongs to building constructure ground field.Be specially adapted to the surface construction of large-sized workshop.
Background technology
Ground is the making layer of interior of building and peripheral ground, also refers to the making layer on floor surface.Physics and chemical action are directly born in ground, and constitute interior space image.Its material and structure should be selected for use according to the instructions for use in room, the instructions for use and the economic condition on ground.
General ground comprises leveling layer, deck and bed course, also comprises pipe layers sometimes.Leveling layer is smooth in order to guarantee surface layer, and thickness depends on the planeness of deck, is generally 20 millimeters thick, is made of cement mortar.Specific (special) requirements such as look for the slope, lay the line or insulate against sound in ground as satisfying, insulation then add the bed course of light material between deck and leveling layer, thickness is decided on request, is generally 50~60 millimeters.
Ground can be divided into three major types by job practices: integrated poured ground, plate ground, sheet flooring.Integrated poured ground makes the ground of full wafer with the cast-in-site method, can be divided into again:
1. inorganic material ground: cement floor, terazzo surface and jointless flooring etc. are arranged.The cement floor smears with cement mortar usually, easy construction, but easily dusting is used for the lower building of standard more.If the rich cement mortar with cement, microlith bits (not mixing sand) or dry is made surface layer, with the sanding machine polishing, ground can not dusting.Terazzo surface is made cementitious material with cement, and the white clouds stone is made aggregate, treats that cement setting arrives certain degree of hardness,, cleans waxing again with the diamond dust polishing with oxalic acid.As select coloured cement and brocatel for use, and repeatedly polish with diamond dust from coarse to fine, promptly become art terrazzo.Terazzo surface has the advantage such as bright and clean, hard, wear-resisting on natural stone ground, and price is lower, is widely used.The jointless flooring is to add the chlorination magnesium solution with magnesia, sawdust, French chalk and mineral pigment, furnishing clay (also mixing sand or aggregate chips sometimes) screeding and compaction, and wax with the sanding machine polishing in the sclerosis back.The jointless flooring is easy to clean, and is slightly flexible, but not water-fast and non-refractory.For whole ground, particularly terrazzo concrete and the jointless flooring of watering of large tracts of land, for ease of construction and maintenance, and prevent expanding with heat and contract with cold of material and strain cracking, can adopt copper bar, aluminum strip or glass bar to inlay or stroke lattice.
2. organic material ground: epoxy resin asphalt ground, polyvinyl acetate ground etc. are arranged.Epoxy resin asphalt ground is to make cementing agent with epoxy resin, asphalt varnish and diethylenetriamine, is made into mortar with quartz powder, quartz sand as inserts, divides to scrape for several times to smear to polish to form thick 3~4 millimeters.Polyvinyl acetate plastics ground is that the mortar that adds modulation such as fine sand, quartz powder with polyvinyl acetate emulsion is smeared.This class ground after polishing waxing, smooth surface, easy to clean, certain elasticity is arranged, it is comfortable to walk, and resistance to chemical attack.Can mix pigment as requested, make various colors and decorative pattern.But electrostatic adsorption is arranged, aging easily.
The common feature on existing these ground is that abrasion resistance is relatively poor, is not suitable for the walking friction of heave-load device.
Summary of the invention
For overcoming the above-mentioned deficiency on above-mentioned integrated poured ground, the utility model provides a kind of building wear-resistant pouring earth construction.
The utility model is realized with following technical scheme: a kind of building wear-resistant pouring earth construction, and it comprises uppermost surface layer, deck and the bed course that is provided with downwards is plain soil layer below bed course successively; Described surface layer is that diamond dust surface layer, described deck are that reinforced concrete structure layer, described bed course are hardcore bed; The upper surface of described diamond dust surface layer and reinforced concrete structure layer interpenetrates and is combined as a whole.
Described diamond dust surface thickness is the 3-5 millimeter.
The concrete of described reinforced concrete structure layer is the above concrete of C30.
Described hardcore bed thickness is 100 millimeters, is pressed in the plain soil layer.
Described plain soil layer is the pure clay of compacting.
The beneficial effects of the utility model are: this kind earth construction can improve the ground abrasion resistance, and through the friction that rolls of equipment such as wheel, ash is not played on ground, can guarantee the cleanliness factor of clean room, and constructing operation is simple, is convenient to rapid construction, economical and practical, remarkable in economical benefits.
Description of drawings
Fig. 1 is a building wear-resistant pouring earth construction schematic diagram.
Among the figure: 1, surface layer, 2, deck, 3, bed course, 4, plain soil layer.
The specific embodiment
Below in conjunction with drawings and Examples the utility model structure is further specified.
As shown in Figure 1, building wear-resistant pouring earth construction, it comprises uppermost surface layer 1, deck 2 and the bed course 3 that is provided with downwards is plain soil layer 4 below bed course 3 successively; Surface layer 1 is the diamond dust surface layer; Deck 2 is the reinforced concrete structure layer; Bed course 3 is a hardcore bed.
The diamond dust surface layer is before the final set, to broadcast sowing the diamond dust aggregate after the casting and compacting of concrete of concrete structure layer is finished, through the wearing layer of mechanical trowel mix, polishing formation; The diamond dust surface thickness is the 3-5 millimeter.
The reinforced concrete structure layer is the layer that depends on of diamond dust surface layer, and its top and diamond dust surface layer interpenetrate and be combined as a whole.The reinforcing bar of reinforced concrete structure layer and concrete strength grade determine that by design concrete is the above concrete of C30.
Hardcore bed is formed by the rubble compacting, and thickness determines that by design present embodiment is 100 millimeters, requires during construction rubble is pressed in the plain soil layer 4;
Plain soil layer is the pure clay of compacting.Coefficient of consolidation must meet design requirement, and when the design no requirement (NR), must satisfy code requirement in advance.
Claims (5)
1. building wear-resistant pouring earth construction, it comprises uppermost surface layer (1), deck (2) and the bed course (3) that is provided with downwards is characterized in that successively, is plain soil layer (4) below bed course (3); Described surface layer (1) is that diamond dust surface layer, described deck (2) are hardcore bed for reinforced concrete structure layer, described bed course (3); The upper surface of described diamond dust surface layer and reinforced concrete structure layer interpenetrates and is combined as a whole.
2. building wear-resistant pouring earth construction according to claim 1 is characterized in that described diamond dust surface thickness is the 3-5 millimeter.
3. building wear-resistant pouring earth construction according to claim 1 is characterized in that, the concrete of described reinforced concrete structure layer is the above concrete of C30.
4. building wear-resistant pouring earth construction according to claim 1 is characterized in that, described hardcore bed (3) thickness is 100 millimeters, is pressed in the plain soil layer (4).
5. building wear-resistant pouring earth construction according to claim 1 is characterized in that described plain soil layer (4) is the pure clay of compacting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201320068790 CN203097218U (en) | 2013-02-06 | 2013-02-06 | Building wear-resisting pouring ground structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201320068790 CN203097218U (en) | 2013-02-06 | 2013-02-06 | Building wear-resisting pouring ground structure |
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CN203097218U true CN203097218U (en) | 2013-07-31 |
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Family Applications (1)
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CN 201320068790 Expired - Fee Related CN203097218U (en) | 2013-02-06 | 2013-02-06 | Building wear-resisting pouring ground structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103485516A (en) * | 2013-10-17 | 2014-01-01 | 国家电网公司 | Ground construction method for artificial icing climate laboratory |
CN104314287A (en) * | 2014-09-18 | 2015-01-28 | 绿色动力环保集团股份有限公司 | Anticorrosive, abrasion-proof and rolling-resistant ground for garbage discharging hall, and construction method of anticorrosive, abrasion-proof and rolling-resistant ground |
CN106917494A (en) * | 2017-04-27 | 2017-07-04 | 福州皇家地坪有限公司 | Prefabrication type grinding stone coiled material |
-
2013
- 2013-02-06 CN CN 201320068790 patent/CN203097218U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103485516A (en) * | 2013-10-17 | 2014-01-01 | 国家电网公司 | Ground construction method for artificial icing climate laboratory |
CN103485516B (en) * | 2013-10-17 | 2015-06-03 | 国家电网公司 | Ground construction method for artificial icing climate laboratory |
CN104314287A (en) * | 2014-09-18 | 2015-01-28 | 绿色动力环保集团股份有限公司 | Anticorrosive, abrasion-proof and rolling-resistant ground for garbage discharging hall, and construction method of anticorrosive, abrasion-proof and rolling-resistant ground |
CN106917494A (en) * | 2017-04-27 | 2017-07-04 | 福州皇家地坪有限公司 | Prefabrication type grinding stone coiled material |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130731 Termination date: 20170206 |