CN214462148U - Antistatic epoxy resin terrace structure of industrial factory building - Google Patents
Antistatic epoxy resin terrace structure of industrial factory building Download PDFInfo
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- CN214462148U CN214462148U CN202023108698.9U CN202023108698U CN214462148U CN 214462148 U CN214462148 U CN 214462148U CN 202023108698 U CN202023108698 U CN 202023108698U CN 214462148 U CN214462148 U CN 214462148U
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- 239000003822 epoxy resin Substances 0.000 title claims description 11
- 229920000647 polyepoxide Polymers 0.000 title claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 32
- 239000004593 Epoxy Substances 0.000 claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 12
- 239000011248 coating agent Substances 0.000 claims description 9
- 238000000576 coating method Methods 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000005260 corrosion Methods 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 229920001971 elastomer Polymers 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 3
- 230000006835 compression Effects 0.000 abstract description 5
- 238000007906 compression Methods 0.000 abstract description 5
- 230000008878 coupling Effects 0.000 abstract description 5
- 238000010168 coupling process Methods 0.000 abstract description 5
- 238000005859 coupling reaction Methods 0.000 abstract description 5
- 238000013461 design Methods 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000002585 base Substances 0.000 description 6
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- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 229920002396 Polyurea Polymers 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
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- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model discloses an industry factory building antistatic type epoxy terrace structure, concretely relates to terrace technical field, including the ground basic unit, the top of ground basic unit is provided with coupling mechanism, coupling mechanism includes first supporting layer, the fixed top that sets up at the ground basic unit of first supporting layer, the top of first supporting layer is provided with the second supporting layer, be provided with a plurality of enhancement backup pads in the second supporting layer. The utility model discloses a set up coupling mechanism, the bearing layer, second supporting layer and enhancement backup pad, can increase the anti striking performance of pressure of whole terrace structure, when receiving great pressure of terrace, deformation can take place for a plurality of support ribs, then make a plurality of strengthening ribs take place deformation, cushion pressure, avoid the direct effect of pressure and bearing layer, the second supporting layer, strengthen backup pad and ground basic unit, lead to the damage of whole terrace, the overall design is simple, and is rational in infrastructure, can effectual reinforcing terrace holistic resistance to compression striking performance.
Description
Technical Field
The utility model relates to a terrace technical field, more specifically say, the utility model relates to an antistatic type epoxy terrace structure of industrial factory building.
Background
Industrial factory building, which means various houses directly used for production or matched for production, including main workshop, auxiliary workshop and auxiliary facility workshop, all the factory buildings in the units of industry, transportation, business, construction industry, scientific research, school, etc. the industrial factory building includes the workshop used for production and its auxiliary building, and the terrace refers to the ground which is constructed and treated by using specific material and process and presents a certain decorative and functional property, such as epoxy self-leveling terrace, carborundum wear-resisting terrace, epoxy terrazzo terrace, cement-based terrazzo, epoxy colored sand terrace, epoxy anti-static terrace, epoxy anti-skid terrace, polyurea anti-corrosion terrace, polyurethane terrace, silicon PU terrace, concrete sealing and curing agent, etc., the terrace is the part where the bottom layer room contacts with the soil layer, and bears the load of the bottom layer room, the floor has certain strength and rigidity, and has the performances of moisture resistance, water resistance, heat preservation and wear resistance, the stratum has close relation with the outdoor site of the building, and the relation between the floor and the platform, the step and the site along the edge of the building needs to be processed, so that the building is clearly connected with the site and is harmonious integrally.
However, in actual use, most of the existing anti-static epoxy resin terraces are formed by pouring single concrete cement, so that the mode is convenient and fast, the compression resistance and the impact resistance are poor, the terraces are easy to damage, and excessive accumulated water is easy to remain.
SUMMERY OF THE UTILITY MODEL
In order to overcome prior art's above-mentioned defect, the embodiment of the utility model provides an industry factory building antistatic type epoxy terrace structure through avoiding pressure direct action and bearing layer, second supporting layer, enhancement backup pad and ground basic unit, leads to the damage of whole terrace, and overall design is simple, and is rational in infrastructure, can effectual reinforcing terrace holistic resistance to compression crashproof performance to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: an antistatic epoxy resin terrace structure of an industrial factory building comprises a ground base layer, wherein a connecting mechanism is arranged at the top of the ground base layer;
coupling mechanism includes first supporting layer, the fixed top that sets up at the foundation of land layer of first supporting layer, the top of first supporting layer is provided with the second supporting layer, be provided with a plurality of enhancement backup pads in the second supporting layer, the top of second supporting layer is provided with the bearing layer, the bearing layer sets up to cavity, bearing layer inner chamber middle part is provided with a plurality of support ribs, and is a plurality of be formed with the cavity between the support rib, be provided with a plurality of strengthening ribs in the cavity, the bearing layer top is provided with antistatic backing, the top of antistatic backing is provided with the anticorrosive coating, the top of anticorrosive coating is provided with the enhancement layer, a plurality of water drainage tank have been seted up to the upper surface of enhancement layer.
In a preferred embodiment, the surfaces of a plurality of said drainage channels are each provided with a non-slip mat, said non-slip mat being provided on top of the reinforcing layer.
In a preferred embodiment, a plurality of through holes are formed in the middle of the anticorrosive layer, and the anticorrosive layer is formed by spraying epoxy anticorrosive paint.
In a preferred embodiment, a plurality of said support ribs are each provided with an arched cross-sectional shape, said support ribs being made of a stainless steel material.
In a preferred embodiment, the non-slip mat and the reinforcing layer are detachably connected by bolts, and the non-slip mat is made of rubber.
In a preferred embodiment, a plurality of the reinforcing ribs are alternately arranged, and gaps are formed among the reinforcing ribs.
In a preferred embodiment, the first support layer is cast from steel reinforcement and cement.
The utility model discloses a technological effect and advantage:
1. by arranging the connecting mechanism, the bearing layer, the second supporting layer and the reinforcing supporting plate, the compression impact resistance of the whole terrace structure can be improved, when the terrace is subjected to larger pressure, the plurality of supporting ribs can deform, so that the plurality of reinforcing ribs deform to buffer the pressure, the direct action of the pressure on the bearing layer, the second supporting layer, the reinforcing supporting plate and the ground base layer is avoided, the damage of the whole terrace is caused, the whole design is simple, the structure is reasonable, and the compression impact resistance of the whole terrace can be effectively enhanced;
2. through setting up water drainage tank and enhancement layer, through the enhancement layer, can effectually avoid the damage that external physics caused the terrace, increase terrace wear resistance, avoid the damage, if there is ponding on the terrace surface, through water drainage tank's direction, be convenient for discharge the ponding of terrace, the staff of being convenient for tramples.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of a partial structure at a in fig. 1 according to the present invention.
Fig. 3 is a schematic view of the structure at the position B in fig. 1 according to the present invention.
Fig. 4 is a front view of the reinforcing layer and the non-slip mat of the present invention.
The reference signs are: 1. a ground layer; 2. a first support layer; 3. reinforcing the support plate; 4. a bearing layer; 5. a support rib; 6. a cavity; 7. reinforcing ribs; 8. an antistatic layer; 9. an anticorrosive layer; 10. a reinforcing layer; 11. a water discharge tank; 12. a non-slip mat; 13. a through hole; 14. a gap; 15. a second support layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The antistatic epoxy resin terrace structure of the industrial factory building as shown in the attached figures 1-4 comprises a ground base layer 1, wherein a connecting mechanism is arranged at the top of the ground base layer 1;
coupling mechanism includes first supporting layer 2, the fixed top that sets up at ground basic unit 1 of first supporting layer 2, the top of first supporting layer 2 is provided with second supporting layer 15, be provided with a plurality of enhancement backup pads 3 in the second supporting layer 15, the top of second supporting layer 15 is provided with bearing layer 4, bearing layer 4 sets up to cavity, 4 inner chamber middle parts in bearing layer are provided with a plurality of support ribs 5, and are a plurality of be formed with cavity 6 between the support rib 5, be provided with a plurality of strengthening ribs 7 in the cavity 6, 4 tops in bearing layer are provided with antistatic backing 8, the top of antistatic backing 8 is provided with anticorrosive coating 9, the top of anticorrosive coating 9 is provided with enhancement layer 10, a plurality of water drainage tank 11 have been seted up to the upper surface of enhancement layer 10.
As shown in fig. 4, the surface of the plurality of drainage grooves 11 is provided with a non-slip pad 12, the non-slip pad 12 is arranged on the top of the reinforcing layer 10, the non-slip pad 12 can play a role of anti-slip, so that the worker can conveniently tread, and the friction force of the worker during treading is increased.
As shown in the attached drawing 1, a plurality of through holes 13 are formed in the middle of the anticorrosive coating 9, the anticorrosive coating 9 is formed by spraying epoxy anticorrosive paint, workers can conveniently pass through the through holes 13 in a flat cable mode, the epoxy anticorrosive paint has excellent adhesive force and chemical corrosion resistance, and is good in alkali resistance and hard in coating.
As shown in the attached drawing 1, the cross section of the support ribs 5 is in an arch shape, the support ribs 5 are made of stainless steel, the stainless steel has good hardness and is not easy to deform, the service life of the mechanism can be effectively prolonged, pressure can be transmitted to adjacent parts to support the arch foot to emit jacking force when the arch is pressed, larger pressure can be borne, and the bearable force is heavier.
As shown in fig. 4, the non-slip mat 12 and the reinforcing layer 10 are detachably connected by bolts, and the non-slip mat 12 is made of rubber, which has good toughness and can increase friction force.
As shown in fig. 2, a plurality of the reinforcing ribs 7 are alternately arranged, and gaps 14 are formed between the reinforcing ribs 7, so that when the reinforcing ribs 7 are stressed and deformed, the interference between the stressed and deformed reinforcing ribs 7 can be staggered through the gaps 14, and the mechanical load of the reinforcing ribs 7 is reduced.
As shown in the attached drawing 1, the first supporting layer 2 is formed by pouring steel bars and cement, the first supporting layer 2 plays a supporting role, the steel bars and the solidified cement have good hardness and are not easy to damage, and the service life of the mechanism can be effectively prolonged.
The utility model discloses the theory of operation: when the utility model is used, firstly, the whole device is installed and laid according to the use requirement, the first supporting layer 2 can play the supporting role, the stability is increased, the bearing layer 4, the second supporting layer 15 and the reinforcing supporting plate 3 can increase the pressure-resistant impact performance of the whole terrace structure, however, when the terrace is under larger pressure, the plurality of supporting ribs 5 can deform, and then the plurality of reinforcing ribs 7 deform, the pressure is buffered, the direct action of the pressure, the bearing layer 4, the second supporting layer 15, the reinforcing supporting plate 3 and the base layer 1 are avoided, the damage of the whole terrace is caused, meanwhile, the damage of external physics to the terrace can be effectively avoided through the reinforcing layer 10, the wear-resisting strength of the terrace is increased, the damage is avoided, if the surface has ponding, the ponding can be conveniently discharged through the guide of the drainage grooves 11, is convenient for the staff to tread.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be a direct connection, and "upper," "lower," "left," and "right" are only used to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed;
secondly, the method comprises the following steps: in the drawings of the disclosed embodiments of the present invention, only the structures related to the disclosed embodiments are referred to, and other structures can refer to the common design, and under the condition of no conflict, the same embodiment and different embodiments of the present invention can be combined with each other;
and finally: the above description is only for the preferred embodiment of the present invention and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides an industry factory building antistatic type epoxy terrace structure, includes ground basic unit (1), its characterized in that: the top of the foundation layer (1) is provided with a connecting mechanism;
the connecting mechanism comprises a first supporting layer (2), the first supporting layer (2) is fixedly arranged at the top of the foundation layer (1), a second supporting layer (15) is arranged at the top of the first supporting layer (2), a plurality of reinforcing supporting plates (3) are arranged in the second supporting layer (15), a bearing layer (4) is arranged at the top of the second supporting layer (15), the bearing layer (4) is hollow, a plurality of supporting ribs (5) are arranged in the middle of an inner cavity of the bearing layer (4), a cavity (6) is formed among the supporting ribs (5), a plurality of reinforcing ribs (7) are arranged in the cavity (6), an anti-static layer (8) is arranged at the top of the bearing layer (4), an anti-corrosion layer (9) is arranged at the top of the anti-static layer (8), and a reinforcing layer (10) is arranged at the top of the anti-corrosion layer (9), the upper surface of the reinforcing layer (10) is provided with a plurality of drainage grooves (11).
2. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 1 is characterized in that: the surfaces of the drainage grooves (11) are provided with anti-skid pads (12), and the anti-skid pads (12) are arranged on the top of the reinforcing layer (10).
3. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 1 is characterized in that: a plurality of through holes (13) are formed in the middle of the anticorrosive coating (9), and the anticorrosive coating (9) is formed by spraying epoxy anticorrosive paint.
4. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 1 is characterized in that: the cross section of the plurality of supporting ribs (5) is arched, and the supporting ribs (5) are made of stainless steel.
5. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 2 is characterized in that: the antiskid pad (12) and the reinforcing layer (10) are detachably connected through bolts, and the antiskid pad (12) is made of rubber materials.
6. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 1 is characterized in that: the reinforcing ribs (7) are alternately arranged, and gaps (14) are formed among the reinforcing ribs (7).
7. The antistatic epoxy resin terrace structure of the industrial factory building according to claim 1 is characterized in that: the first supporting layer (2) is formed by pouring steel bars and cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023108698.9U CN214462148U (en) | 2020-12-22 | 2020-12-22 | Antistatic epoxy resin terrace structure of industrial factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023108698.9U CN214462148U (en) | 2020-12-22 | 2020-12-22 | Antistatic epoxy resin terrace structure of industrial factory building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214462148U true CN214462148U (en) | 2021-10-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023108698.9U Expired - Fee Related CN214462148U (en) | 2020-12-22 | 2020-12-22 | Antistatic epoxy resin terrace structure of industrial factory building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214462148U (en) |
-
2020
- 2020-12-22 CN CN202023108698.9U patent/CN214462148U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211022 |