CN205348678U - Floor bearing structure is assembled in honeycomb type suspension - Google Patents
Floor bearing structure is assembled in honeycomb type suspension Download PDFInfo
- Publication number
- CN205348678U CN205348678U CN201620135663.9U CN201620135663U CN205348678U CN 205348678 U CN205348678 U CN 205348678U CN 201620135663 U CN201620135663 U CN 201620135663U CN 205348678 U CN205348678 U CN 205348678U
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- support member
- supporting construction
- auxiliary supports
- construction according
- sidewall
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Abstract
The utility model provides a floor bearing structure is assembled in honeycomb type suspension is formed by connecting a plurality of support piece and supplementary support piece, wherein, it is poroid that support piece and supplementary support piece all are the honeycomb room, and support piece lateral wall length is less than supplementary support piece lateral wall. Compared with the prior art, the utility model provides a floor bearing structure is assembled in honeycomb type suspension adopts the different support piece of lateral wall length to be formed by connecting with supplementary support piece, has greatly improved the suspension and has assembled the bearing performance on floor, is favorable to suspending and assembles the floor in more multi -field popularization and application.
Description
Technical field
This utility model relates to a kind of suspension assembled floor-board supporting construction, specifically a kind of cellular suspension assembled floor-board supporting construction with preferably load-bearing property.
Background technology
Stadium of track and field is school and importantly one of sports center, community, traditional stadium of track and field is usually employing plastic cement and outfield, midfield (i.e. runway) and internal field is carried out ground laying, its deficiency is in that, owing to the cost of manufacture of plastic cement race track is high, the plastic cement inferior that many businessmans produce for laying stadium of track and field in a large number in order to force down cost to start is huge to health damage.It addition, adopt plastic cement paving also higher with regard to floor cost of labor, particularly foundation construction, generally need to through rammed earth, macadam gradating stabilized zone and concrete foundation three process.Additionally, plastic cement race track also easy aging bursting by freezing, drainage is poor.In order to overcome plastic cement to lay the deficiency of stadium of track and field, market occurs in that suspension assembled floor-board, this floor covering layers operation is simple, and cost of labor is low, material environmental protection, toxic gas damage health will not be discharged, additionally, due to be adopt erection method to connect between floor, gap is left in the stitching portion on floor, transverse deformation for producing after the stress of floor leaves space, thus floor is not easy to the fracture damage because of transverse shear stress.But, suspension assembled floor-board of the prior art still suffers from deficiency, i.e. a bottom support insufficient strength, is subject to when weight rolls and is easily deformed and ruptures.Chinese utility model patent 204509935U discloses a kind of assembled plate that suspends, the substrate of honeycomb groove is had including the distribution of a kind of back side, it is provided with reinforcement in honeycomb groove, this structure to a certain degree can improve the load bearing stength on suspension floor, but the reinforcement that its deficiency is in that in each honeycomb groove is separate, it is impossible to the stress on common distribution suspension floor.Thus the load bearing stength how improving suspension floor is still a technical problem urgently to be resolved hurrily.
Utility model content
For the problems referred to above that prior art exists, the purpose of this utility model is to provide a kind of suspension assembled floor-board supporting construction with preferably load-bearing property, and concrete technical scheme is as follows:
A kind of cellular suspension assembled floor-board supporting construction, is formed by connecting by several support members and auxiliary supports；Wherein, support member and auxiliary supports are all poroid in Nidus Vespae room, and support member side wall length is less than auxiliary supports sidewall.
Preferably, being provided with reinforcement in support member, this kind of structure can make the stress of support member and auxiliary supports common distribution suspension assembled floor-board, further increases the load-bearing property of suspension assembled floor-board.
It is highly preferred that be provided with three reinforcements in each support member, the centripetal central shaft being connected to support member in one end of each reinforcement, the other end of reinforcement vertically connects the sidewall of support member；It is preferred that the angle of three reinforcements is identical.
As a kind of preferred version, it is formed by connecting by several support members and auxiliary supports by suspension assembled floor-board support structure designs is become, the sidewall making auxiliary supports becomes the reinforcement set in support member, in other words, the reinforcement set in other support members except the support member coaxial with auxiliary supports is as the sidewall of auxiliary supports, namely the reinforcement set in other support members except the support member coaxial with auxiliary supports can form new Nidus Vespae room, these reinforcements are no longer independent stressed but jointly share the stress of each support member, thus further increasing the load-bearing property of suspension assembled floor-board.
Preferably, adjacent support member or auxiliary supports totally one sidewall.In other words, six support members surround into a new support member；Similarly, six auxiliary supports are also around becoming a new auxiliary supports.
Preferably, the height of described auxiliary supports is lower than support member.In other words, what directly contact with ground in this supporting construction is support member, and auxiliary supports does not directly contact with ground.Now, after auxiliary supports stress, being more easily generated the deformation of vertical and horizontal, thus improve the elasticity of suspension splice floor board, athlete being played buffer protection function.
Preferably, the central point of support member is the summit of auxiliary supports.
Preferably, the sidewall that support member intersects with auxiliary supports is mutually perpendicular to, and now, every sidewall of auxiliary supports is placed with the support member of two totally one sidewalls.
Preferably, in order to improve the load-bearing property of suspension assembled floor-board further, described supporting construction is integrated machine-shaping.
Compared with prior art, the support member that the cellular suspension assembled floor-board supporting construction that this utility model provides adopts side wall length different is formed by connecting with auxiliary supports, drastically increase the load-bearing property of suspension assembled floor-board, be conducive to suspension assembled floor-board in the promotion and application of more areas.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of preferred implementation of the present utility model；
Fig. 2 is the side view of a kind of preferred implementation of the present utility model；
Wherein 1 is support member, and 2 is auxiliary supports, and 3 is reinforcement.
Detailed description of the invention
Below in conjunction with Figure of description, this utility model is made further in detail, intactly illustrated.
A kind of cellular suspension assembled floor-board supporting construction, is formed by connecting by several support members 1 and auxiliary supports 2；Wherein, support member and auxiliary supports are all poroid in Nidus Vespae room, adjacent support member or auxiliary supports totally one sidewall.In other words, six support members surround into a new support member；Similarly, six auxiliary supports are also around becoming a new auxiliary supports.
In order to improve the load-bearing property of supporting construction, being provided with three identical reinforcements 3 of angle in each support member, the centripetal central shaft being connected to support member in one end of each reinforcement, the other end of reinforcement vertically connects the sidewall of support member.
It is worth mentioning that, in order to make the stress of support member and auxiliary supports common distribution suspension assembled floor-board, the sidewall making auxiliary supports is creatively set to the reinforcement set in support member by inventor, in other words, except the support member coaxial with auxiliary supports, the reinforcement set in other support members all constitutes the sidewall of auxiliary supports, and now reinforcement is no longer independent stressed but jointly shares the stress of each support member, thus further increasing the load-bearing property of suspension assembled floor-board.As one preferably embodiment, each sidewall of auxiliary supports can be divided into the reinforcement of two support members, the sidewall that support member intersects with auxiliary supports is mutually perpendicular to, and in other words, each sidewall of auxiliary supports is placed with two support members of point centered by its summit.More preferably, the height of described auxiliary supports is lower than support member.In other words, what directly contact with ground in this supporting construction is support member more in unit are, and namely now the load-bearing area on the floor in unit are is bigger, and load-bearing property is more preferably.
Additionally, in order to pursue higher load-bearing property, described supporting construction is integrated machine-shaping.
The cellular suspension assembled floor-board supporting construction of one that this utility model provides, can be applicable to all kinds of suspension assembled floor-boards such as assembled substrate, panel and multi-layer sheet that such as suspend, production process can adjust support member and the size of auxiliary supports, wall thickness and height as required.
Claims (10)
1. a cellular suspension assembled floor-board supporting construction, it is characterised in that: it is formed by connecting by several support members and auxiliary supports；Wherein, support member and auxiliary supports are all poroid in Nidus Vespae room, and support member side wall length is less than auxiliary supports sidewall.
2. supporting construction according to claim 1, it is characterised in that: it is provided with reinforcement in support member.
3. supporting construction according to claim 2, it is characterised in that: being provided with three reinforcements in each support member, the centripetal central shaft being connected to support member in one end of each reinforcement, the other end of reinforcement vertically connects the sidewall of support member.
4. supporting construction according to claim 3, it is characterised in that: the angle of three reinforcements is identical.
5. supporting construction according to claim 4, it is characterised in that: the sidewall of auxiliary supports is the reinforcement set in support member.
6. supporting construction according to claim 1, it is characterised in that: adjacent support member or auxiliary supports totally one sidewall.
7. supporting construction according to claim 1, it is characterised in that: the height of auxiliary supports is lower than support member.
8. supporting construction according to claim 1, it is characterised in that: the central point of support member is the summit of auxiliary supports.
9. supporting construction according to claim 1, it is characterised in that: the sidewall that support member intersects with auxiliary supports is mutually perpendicular to.
10. supporting construction according to claim 1, it is characterised in that: described supporting construction is integrated machine-shaping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620135663.9U CN205348678U (en) | 2016-02-23 | 2016-02-23 | Floor bearing structure is assembled in honeycomb type suspension |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620135663.9U CN205348678U (en) | 2016-02-23 | 2016-02-23 | Floor bearing structure is assembled in honeycomb type suspension |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348678U true CN205348678U (en) | 2016-06-29 |
Family
ID=56179853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620135663.9U Expired - Fee Related CN205348678U (en) | 2016-02-23 | 2016-02-23 | Floor bearing structure is assembled in honeycomb type suspension |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348678U (en) |
-
2016
- 2016-02-23 CN CN201620135663.9U patent/CN205348678U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160629 Termination date: 20210223 |