CN210032483U - Prevent unsettled shock attenuation floor of bending deformation - Google Patents

Prevent unsettled shock attenuation floor of bending deformation Download PDF

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Publication number
CN210032483U
CN210032483U CN201920830962.8U CN201920830962U CN210032483U CN 210032483 U CN210032483 U CN 210032483U CN 201920830962 U CN201920830962 U CN 201920830962U CN 210032483 U CN210032483 U CN 210032483U
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Prior art keywords
surface course
bending deformation
atress
floor
crossbeam
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CN201920830962.8U
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Chinese (zh)
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毛化冰
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Hebei Zheng Hao Sports Goods Co Ltd
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Hebei Zheng Hao Sports Goods Co Ltd
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Abstract

The utility model discloses a prevent unsettled shock attenuation floor of bending deformation, including atress surface course and coupling hook, the edge fixed mounting of atress surface course has the edge frame, and the bottom edge of edge frame is provided with linking arm and locating piece respectively to the tip fixedly connected with coupling hook of linking arm installs the fixing base between the locating piece of edge bottom moreover, the bottom fixed mounting of atress surface course has the crossbeam, and the connection intersection point position department between the crossbeam is provided with the stabilizer blade stand to fixed mounting has the supporting layer between the bottom of crossbeam and atress surface course, has seted up the shrinkage cavity directly over the stabilizer blade stand on the atress surface course moreover. This prevent unsettled shock attenuation floor of bending deformation, be difficult for taking place bending deformation more when using, improve its and use bending strength, under the atress surface course is in suspended structure, have good shock attenuation protection and anti bending deformation stick up the function on limit, improve the practicality on floor and the validity of function.

Description

Prevent unsettled shock attenuation floor of bending deformation
Technical Field
The utility model relates to a floor technical field specifically is a prevent unsettled shock attenuation floor of bending deformation.
Background
The floor is the laying material when carrying out indoor outer ground decoration arrangement, lays through the use on floor for the clean more convenience in arrangement on floor, makes the impression and the comfort level that ground used obtain very big improvement simultaneously.
However, the existing floor has the following problems when in use:
1. the floor has poor damping effect when in use, and is easy to trip due to unstable walking when a child plays, so that the body of the child is damaged and the use is defective;
2. when the floor is used for a long time, the floor is easy to be partially bent, so that the whole floor is bent and deformed, and the whole usability of the floor is damaged.
Aiming at the problems, innovative design is urgently needed on the basis of the original floor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prevent unsettled shock attenuation floor of bending deformation to solve above-mentioned background art and propose current floor when using shock attenuation effect not good, cause the collision injury when the infant stumbles easily, the floor is using for a long time easily to take place local bending simultaneously, causes the problem that the bending deformation of the whole usability of floor destroys.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a prevent unsettled shock attenuation floor of bending deformation, includes atress surface course and coupling hook, the edge fixed mounting of atress surface course has the border frame, and the bottom edge of border frame is provided with linking arm and locating piece respectively to the tip fixedly connected with coupling hook of linking arm installs the fixing base between the locating piece of edge frame bottom moreover, the bottom fixed mounting of atress surface course has the crossbeam, and the connection intersect position department between the crossbeam is provided with the stabilizer blade stand to fixed mounting has the supporting layer between the bottom of crossbeam and atress surface course, has seted up the shrinkage cavity directly over the stabilizer blade stand on the atress surface course moreover.
Preferably, the connecting arm and the positioning block are symmetrically arranged about a diagonal line of the stress surface layer, and the edge side of the connecting arm is connected with the inner side of the positioning block in a clamping manner.
Preferably, the cross beams are uniformly distributed at the bottoms of the stress surface layers at equal intervals, the cross beams in the transverse distribution and the cross beams in the vertical distribution of the stress surface layers are perpendicular to each other, and the lower end face of the stress surface layer between the cross beams is of a well-shaped net structure.
Preferably, the cross section and the side section of the support leg upright post are respectively arranged to be a cross-shaped structure and a trapezoid-shaped structure, the support leg upright post and the shrinkage hole are overlapped with each other in the vertical direction, and the shrinkage hole is arranged to be a cross-shaped structure.
Preferably, the supporting layer is of a rectangular structure or an isosceles trapezoid structure, and the stress surface layer on the side of the supporting layer and the cross beam are arranged in a suspended mode.
Compared with the prior art, the beneficial effects of the utility model are that: the suspended damping floor capable of preventing bending deformation has good damping protection and bending deformation and edge warping resistance functions, and improves the practicability and functional effectiveness of the floor;
1. under the action of the combined grids of the cross beams, the stressed surface layer and the cross beams form a double-layer bending-resistant protection structure, so that the stressed surface layer and the cross beams are not easy to bend and deform during use, the bending strength of the stressed surface layer and the bending-resistant protection structure are improved, the distance between the grid structures formed by the stressed surface layer and the cross beams is enlarged under the action of the stand columns of the support legs, the bending resistance of the floor is increased, the buckling deformation of the floor is prevented, and the bending deformation resistance of the floor is improved;
2. the floor is damped in use under the contraction and the reset deformation of the contraction hole, and meanwhile under the synchronous supporting action of the support leg stand column and the support layer, the stressed surface layer is in a suspended structure, the cross beam is subjected to vertical elastic deformation under the pressure from the support leg stand column, and therefore the floor plays a good damping and buffering role.
Drawings
FIG. 1 is a schematic view of the overall bottom structure of the present invention;
FIG. 2 is a schematic view of the overall top structure of the present invention;
FIG. 3 is a schematic view of the edge frame connection structure of the present invention;
FIG. 4 is a schematic view of the connecting structure of the connecting arm and the positioning block of the present invention;
FIG. 5 is a schematic view of a side-sectional structure of the stand column of the stand bar of the present invention;
FIG. 6 is a schematic view of a first structural configuration of a support layer according to the present invention;
fig. 7 is a schematic diagram of a second structural configuration of the support layer of the present invention.
In the figure: 1. a stressed surface layer; 2. a rim frame; 3. a connecting arm; 4. positioning blocks; 5. a connecting hook; 6. a fixed seat; 7. a cross beam; 8. a leg upright; 9. a support layer; 10. and (4) shrinking the hole.
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.
Referring to fig. 1-7, the present invention provides a technical solution: the utility model provides a prevent unsettled shock attenuation floor of bending deformation, including atress surface course 1, edge frame 2, the linking arm 3, locating piece 4, coupling hook 5, fixing base 6, crossbeam 7, stabilizer blade stand 8, supporting layer 9 and shrinkage cavity 10, the edge fixed mounting of atress surface course 1 has edge frame 2, and the bottom edge of edge frame 2 is provided with linking arm 3 and locating piece 4 respectively, and the tip fixedly connected with coupling hook 5 of linking arm 3, and install fixing base 6 between 2 bottom locating pieces 4 of edge frame, the bottom fixed mounting of atress surface course 1 has crossbeam 7, and the crossing point position department of connection between crossbeam 7 is provided with stabilizer blade stand 8, and fixed mounting has supporting layer 9 between the bottom of crossbeam 7 and atress surface course 1, and shrinkage cavity 10 has been seted up directly over the stabilizer blade stand 8 on atress surface course 1.
Linking arm 3 and locating piece 4 are connected with the inboard block of locating piece 4 about the diagonal line symmetry setting of atress surface course 1, and the avris of linking arm 3 is connected with the inboard block of locating piece 4, and the setting of linking arm 3 and locating piece 4 makes things convenient for the concatenation between the floor to use for the floor is wholly stable after the concatenation, can not take place to use not hard up.
Crossbeam 7 is in the equidistant evenly distributed in stress surface layer 1's bottom, and mutually perpendicular sets up between stress surface layer 1's transverse distribution's crossbeam 7 and the crossbeam 7 of vertical distribution to the terminal surface sets up the network structure of "well" style of calligraphy under stress surface layer 1 between crossbeam 7, and crossbeam 7 and the 1 substructure setting of stress surface layer improve the stability of floor overall use, improve the whole anti deformability on floor.
The cross section and the side section of stabilizer blade stand 8 set up respectively to "ten" style of calligraphy and trapezoidal structure, and stabilizer blade stand 8 and shrink hole 10 coincide each other in vertical direction, and shrink hole 10 sets up to "ten" style of calligraphy structure, the setting of stabilizer blade stand 8, its high spacing makes the interval between atress surface course 1 and the netted square structure of bottom enlarge, prevent floor buckling deformation, the setting of shrink hole 10, when receiving external force to strike, do weak deformation and motion that resets, make floor shock attenuation effect improve.
Supporting layer 9 sets up to rectangle structure and isosceles trapezoid structure two kinds, and unsettled setting between the atress surface course 1 of supporting layer 9 avris and crossbeam 7 for unsettled between atress surface course 1 and the crossbeam 7, use bradyseism and anti deformation effect reinforcing.
The working principle is as follows: when the bending deformation prevention suspended damping floor is used, firstly, according to the figures 1-4, when splicing and fixing are carried out between floors, as shown in the figures 3-4, the connecting arm 3 is extruded to extend between the positioning blocks 4, when the side of the connecting arm 3 is clamped with the inner side of the positioning block 4, the connecting and positioning between the side of the connecting arm 3 and the inner side of the positioning block 4 are carried out, then, the connecting hook 5 is clamped and connected with the fixing seat 6, the splicing and fixing effects between the floors are achieved, and the floor is convenient and quick to install and use;
when the floor is used, as shown in fig. 1-2 and fig. 5-7, when the stress surface layer 1 is extruded by external force, the contraction holes 10 are contracted, deformed and reset due to the pressure, so as to damp and weaken the external force, when the stress surface layer 1 is extruded by external force, the damping protection of a user and the floor is carried out, when the floor is used for a long time and is about to deform, the stress surface layer 1 and the cross beams 7 are distributed in a staggered manner to form a latticed structure, so that the floor is effectively prevented from bending deformation and is more difficult to deform than the single stress surface layer 1, the arrangement of the support leg upright posts 8 enlarges the distance between the latticed structures formed by the stress surface layer 1 and the cross beams 7, increases the using bending resistance of the bottom plate, prevents the floor from warping deformation, so that the bending resistance can be enhanced, and the support leg upright posts 8 are used, so that, under the action of the supporting layer 9, the force applied to the stressed surface layer 1 is transmitted to the supporting layer 9, the cross beam 7 and the support leg upright post 8 in sequence, and the external force is damped and buffered under the action of the suspension structure.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.

Claims (5)

1. The utility model provides a prevent unsettled shock attenuation floor of crooked deformation, includes atress surface course (1) and coupling hook (5), its characterized in that: edge fixed mounting of atress surface course (1) has edge frame (2), and the bottom edge of edge frame (2) is provided with linking arm (3) and locating piece (4) respectively to the tip fixedly connected with coupling hook (5) of linking arm (3), install fixing base (6) moreover between edge frame (2) bottom locating piece (4), the bottom fixed mounting of atress surface course (1) has crossbeam (7), and the crossing point position department of being connected between crossbeam (7) is provided with stabilizer blade stand (8), and fixed mounting has supporting layer (9) between the bottom of crossbeam (7) and atress surface course (1), has seted up shrinkage cavity (10) directly over stabilizer blade stand (8) in atress surface course (1) in addition.
2. The suspended damping floor capable of preventing bending deformation according to claim 1, wherein: the connecting arm (3) and the positioning block (4) are symmetrically arranged relative to the diagonal line of the stressed surface layer (1), and the side of the connecting arm (3) is connected with the inner side of the positioning block (4) in a clamping manner.
3. The suspended damping floor capable of preventing bending deformation according to claim 1, wherein: the cross beams (7) are uniformly distributed at the bottoms of the stress surface layers (1) at equal intervals, the cross beams (7) which are transversely distributed on the stress surface layers (1) and the cross beams (7) which are vertically distributed are perpendicular to each other, and the lower end faces of the stress surface layers (1) between the cross beams (7) are of a grid-shaped structure.
4. The suspended damping floor capable of preventing bending deformation according to claim 1, wherein: the cross section and the side section of the support leg upright post (8) are respectively arranged to be in a cross shape and a trapezoid structure, the support leg upright post (8) and the contraction hole (10) are mutually overlapped in the vertical direction, and the contraction hole (10) is arranged to be in a cross shape.
5. The suspended damping floor capable of preventing bending deformation according to claim 1, wherein: the supporting layer (9) is of a rectangular structure and an isosceles trapezoid structure, and the stress surface layer (1) on the side of the supporting layer (9) and the cross beam (7) are arranged in a suspended mode.
CN201920830962.8U 2019-06-04 2019-06-04 Prevent unsettled shock attenuation floor of bending deformation Active CN210032483U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920830962.8U CN210032483U (en) 2019-06-04 2019-06-04 Prevent unsettled shock attenuation floor of bending deformation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920830962.8U CN210032483U (en) 2019-06-04 2019-06-04 Prevent unsettled shock attenuation floor of bending deformation

Publications (1)

Publication Number Publication Date
CN210032483U true CN210032483U (en) 2020-02-07

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Application Number Title Priority Date Filing Date
CN201920830962.8U Active CN210032483U (en) 2019-06-04 2019-06-04 Prevent unsettled shock attenuation floor of bending deformation

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113447224A (en) * 2021-07-14 2021-09-28 上海机电工程研究所 Vibration test and stability boundary prediction method and system under action of follow-up thrust

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113447224A (en) * 2021-07-14 2021-09-28 上海机电工程研究所 Vibration test and stability boundary prediction method and system under action of follow-up thrust

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