CN217998370U - Roof bearing and force dispersing structure - Google Patents
Roof bearing and force dispersing structure Download PDFInfo
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- CN217998370U CN217998370U CN202222131764.7U CN202222131764U CN217998370U CN 217998370 U CN217998370 U CN 217998370U CN 202222131764 U CN202222131764 U CN 202222131764U CN 217998370 U CN217998370 U CN 217998370U
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Abstract
The utility model relates to a roof bearing power dispersing structure belongs to building structure technical field. It includes the concrete mainboard, the concrete mainboard both sides are equipped with buffer gear respectively, buffer gear includes the arc steel sheet, the mounting groove has been seted up on the concrete mainboard, the arc steel sheet passes through mounting groove and concrete mainboard sliding connection, the concrete mainboard both ends are connected with the slider, both ends one side that the arc steel sheet was kept away from to the slider is connected with the spring, both ends spring coupling has the bumper shock absorber, bumper shock absorber and concrete mainboard fixed connection, the buffer gear top is equipped with the floor assembly. Through being equipped with buffer gear, if external force is too big, force the arc steel sheet to take place deformation, the arc steel sheet both ends slide on the mounting groove, promote the slider and slide on the mounting groove, slider compression spring can cushion impact strength at last under the effect of bumper shock absorber, guarantees device stability, avoids destroying, ensures people's the security of the lives and property.
Description
Technical Field
The utility model relates to a roof bearing power dispersing structure belongs to building structure technical field.
Background
Floors are important components of a house. A floor is a horizontal partition member for partitioning a space in a building. It divides the building into several parts in the vertical direction.
The floors are load-bearing members, bear the dead weight and the use load of the floors and transmit the load to the walls (beams) and the columns, and the floors play a certain horizontal supporting role on the walls.
The publication number CN216239243U discloses a high-bearing-capacity floor structure, which comprises a keel layer, a plurality of bottom steel plates, a plurality of top steel plates and a support structure arranged between the bottom steel plates and the top steel plates, wherein the bottom steel plates are flatly laid on the keel layer, and the support structure comprises a plurality of waved plastic plates which are arranged in an array manner and a support filling layer arranged between the adjacent waved plastic plates; the surface of the wave-shaped plastic plate is vertical to the surface of the bottom steel plate, and the periodically extending directions of wave crests and wave troughs of the wave-shaped plastic plate are along the length direction of the bottom steel plate.
In the prior art CN216239243U, the floor has light weight and high bearing performance by arranging the wavy plastic plate and the supporting filling layer; the connecting plates are connected with the opposite wave crests on the adjacent wavy plastic plates, so that the strength of the floor is high, the bearing performance is good, and the weight is low; through setting up locating piece and constant head tank, make the top layer steel sheet be difficult for taking place the displacement with the butt board.
However, when the device is impacted by external force in use, no corresponding part is used for buffering the scattered force, so that the device is easily damaged and destroyed after being subjected to unbearable force, and the life and property ownership of people is influenced.
In view of the above, there is an urgent need for a roof load-bearing and force-dissipating structure to solve the above problems.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a roof bearing scattered power structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a roof bearing power dissipation structure, it includes the concrete mainboard, concrete mainboard both sides are equipped with buffer gear respectively, buffer gear includes the arc steel sheet, the mounting groove has been seted up on the concrete mainboard, the arc steel sheet passes through mounting groove and concrete mainboard sliding connection, concrete mainboard both ends are connected with the slider, both ends slider top fixedly connected with cushion rubber pad, both ends the slider bottom is through mounting groove and concrete mainboard sliding connection, both ends one side that the arc steel sheet was kept away from to the slider is connected with the spring, both ends spring coupling has the bumper shock absorber, bumper shock absorber and concrete mainboard fixed connection, the buffer gear top is equipped with the floor assembly. Through being equipped with buffer gear, if external force is too big, force the arc steel sheet to take place deformation, the arc steel sheet both ends slide on the mounting groove, promote the slider and slide on the mounting groove, slider compression spring can cushion impact strength at last under the effect of bumper shock absorber, guarantees device stability, avoids destroying, ensures people's the security of the lives and property.
The utility model discloses well floor assembly includes concrete slab, concrete slab is connected with rubber cushion pad and bumper shock absorber, the concrete slab top is equipped with the triangular steel frame, be equipped with the concrete packing between the triangular steel frame, triangular steel frame top is equipped with the reinforced steel deck. Through being equipped with the floor assembly, external force is through reinforceing steel deck, triangular frame and concrete slab, because the combination of reinforceing steel deck, triangular frame and concrete slab uses, has very high compressive capacity and intensity, and external force is difficult to cause destruction and damage to the floor assembly.
The utility model discloses well floor assembly both ends are equipped with the side guard plate, be connected through being equipped with coupling mechanism between floor assembly and the side guard plate.
The utility model discloses well coupling mechanism includes connecting steel plate, connecting rib and shock absorber rubber layer, connecting steel plate respectively with shock absorber rubber layer and connecting rib fixed connection.
The utility model discloses well steel connect plate is two, the connecting rib is many, two steel connect plate pass through the connecting rib respectively with floor assembly and side guard plate fixed connection.
The utility model discloses well side guard plate is made by the angle steel.
The utility model discloses well connection rib adopts hot-galvanize steel wire welding to form.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a scattered power structure of roof bearing when the operator uses this device, if receive external force and strike, the device is through being equipped with the floor assembly, and external force is through reinforceing steel deck, triangular frame and concrete slab, because reinforceing steel deck, triangular frame and concrete slab's combination and using, has very high compressive capacity and intensity, and external force is difficult to cause destruction and damage to the floor assembly.
If external force is too big, force the arc steel sheet to take place deformation, the arc steel sheet both ends slide on the mounting groove, promote the slider and slide on the mounting groove, slider compression spring at last under the effect of bumper shock absorber, can cushion impact strength, guarantee device stability, avoid destroying, guarantee people's the security of the lives and property.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic view of a floor assembly of the present invention;
fig. 3 is a schematic view of the connection mechanism of the present invention.
( 1. A concrete main plate; 2. a buffer mechanism; 3. an arc-shaped steel plate; 4. a slider; 5. a cushion rubber pad; 6. a spring; 7. a shock absorber; 8. mounting grooves; 9. a floor assembly; 10. a concrete slab; 11. a triangular steel frame; 12. concrete filler; 13. reinforcing a steel plate layer; 14. a side guard plate; 15. a connecting mechanism; 16. connecting steel plates; 17. connecting ribs; 18. damping rubber layer )
Detailed Description
The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
Example one
As shown in fig. 1 to 3: the utility model provides a roof bearing power dissipation structure, it includes concrete mainboard 1, 1 both sides of concrete mainboard are equipped with buffer gear 2 respectively, buffer gear 2 includes arc steel sheet 3, mounting groove 8 has been seted up on the concrete mainboard 1, arc steel sheet 3 is through mounting groove 8 and 1 sliding connection of concrete mainboard, 1 both ends of concrete mainboard are connected with slider 4, both ends 4 top fixedly connected with cushion rubber pad 5 of slider, both ends 4 bottoms of slider are through mounting groove 8 and 1 sliding connection of concrete mainboard, both ends one side that arc steel sheet 3 was kept away from to slider 4 is connected with spring 6, both ends spring 6 is connected with bumper shock absorber 7, bumper shock absorber 7 and 1 fixed connection of concrete mainboard, 2 tops of buffer gear are equipped with floor assembly 9.
The utility model discloses well floor assembly 9 includes concrete slab 10, concrete slab 10 is connected with cushion rubber pad 5 and bumper shock absorber 7, concrete slab 10 top is equipped with triangular steel frame 11, be equipped with concrete filler 12 between the triangular steel frame 11, triangular steel frame 11 top is equipped with intensive steel deck 13.
The utility model discloses well floor assembly 9 both ends are equipped with side guard plate 14, be connected through being equipped with coupling mechanism 15 between floor assembly 9 and the side guard plate 14.
Based on embodiment 1, the working principle of the roof bearing and force dispersing structure is as follows: when an operator uses the device, if the device is impacted by external force, the device is provided with the floor slab assembly, the external force passes through the reinforced steel plate layer, the triangular frame and the concrete slab, and the reinforced steel plate layer, the triangular frame and the concrete slab are combined for use, so that the device has high pressure resistance and strength, and the floor slab assembly is difficult to damage and damage by the external force.
The concrete filler is arranged between the triangular frames, so that the density of the interior of the triangular frames is higher, and the stability is higher during application.
If external force is too big, force the arc steel sheet to take place deformation, the arc steel sheet both ends slide on the mounting groove, promote the slider and slide on the mounting groove, slider compression spring at last under the effect of bumper shock absorber, can cushion impact strength, guarantee device stability, avoid destroying, guarantee people's the security of the lives and property.
Example two
Based on embodiment 1, this embodiment further includes: the utility model discloses well coupling mechanism 15 includes connecting steel plate 16, connecting rib 17 and cushion rubber layer 18, connecting steel plate 16 respectively with cushion rubber layer 18 and connecting rib 17 fixed connection.
The utility model discloses well steel connecting plate 16 is two, connecting rib 17 is many, two steel connecting plate 16 through connecting rib 17 respectively with floor assembly 9 and 14 fixed connection of side guard plate.
The utility model discloses well side guard plate 14 is made by the angle steel.
The utility model discloses well connection rib 17 adopts hot-galvanize steel wire welding to form.
The side protection plate is arranged to limit the protection plate assembly and enhance the protection performance of the device, the connecting ribs in the connecting mechanism are formed by welding hot galvanized steel wires, the connecting mechanism has strong anti-corrosion capability and high strength, is favorable for better fixing the side protection plate, the floor plate assembly and the connecting steel plate, and the damping rubber layer can buffer the impact of external force to a certain extent,
the utility model discloses well concrete mainboard, arc steel sheet, rubber cushion pad, bumper shock absorber, intensive steel deck, steel connecting plate and shock absorber rubber layer are prior art, and its principle and structure are known for technical staff and staff in the field, do not add the perk here more.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they can devise similar structural modes and embodiments without departing from the spirit of the present invention, and shall fall within the protection scope of the present invention.
Claims (7)
1. The utility model provides a roof bearing power dissipation structure, its characterized in that, it includes concrete mainboard (1), concrete mainboard (1) both sides are equipped with buffer gear (2) respectively, buffer gear (2) are including arc steel sheet (3), mounting groove (8) have been seted up on concrete mainboard (1), arc steel sheet (3) are through mounting groove (8) and concrete mainboard (1) sliding connection, concrete mainboard (1) both ends are connected with slider (4), both ends slider (4) top fixedly connected with cushion rubber pad (5), both ends slider (4) bottom is through mounting groove (8) and concrete mainboard (1) sliding connection, both ends one side that arc steel sheet (3) were kept away from in slider (4) is connected with spring (6), both ends spring (6) are connected with bumper shock absorber (7), bumper shock absorber (7) and concrete mainboard (1) fixed connection, buffer gear (2) top is equipped with floor assembly (9).
2. The roof load-bearing and force-dissipating structure according to claim 1, wherein the floor assembly (9) comprises a concrete slab (10), the concrete slab (10) is connected with cushion rubber pads (5) and shock absorbers (7), triangular steel frames (11) are arranged above the concrete slab (10), concrete fillers (12) are arranged between the triangular steel frames (11), and a reinforced steel plate layer (13) is arranged above the triangular steel frames (11).
3. The roof load-bearing and force-dissipating structure according to claim 1, wherein the floor assembly (9) is provided with side protection plates (14) at both ends, and the floor assembly (9) and the side protection plates (14) are connected by a connecting mechanism (15).
4. A roof load-bearing and force-dissipating structure according to claim 1, wherein said connecting mechanism (15) comprises a connecting steel plate (16), a connecting rib (17) and a cushion rubber layer (18), said connecting steel plate (16) is fixedly connected with the cushion rubber layer (18) and the connecting rib (17), respectively.
5. The roof load-bearing and force-dissipating structure according to claim 4, wherein the number of the connecting steel plates (16) is two, the number of the connecting ribs (17) is multiple, and the two connecting steel plates (16) are respectively fixedly connected with the floor slab assembly (9) and the side protection plate (14) through the connecting ribs (17).
6. A roof load-bearing and force-dissipating structure according to claim 3, characterized in that the side shields (14) are made of angle steel.
7. The roof load-bearing and force-dissipating structure according to claim 4, wherein the connecting ribs (17) are welded by hot-dip galvanized steel wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222131764.7U CN217998370U (en) | 2022-08-13 | 2022-08-13 | Roof bearing and force dispersing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222131764.7U CN217998370U (en) | 2022-08-13 | 2022-08-13 | Roof bearing and force dispersing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217998370U true CN217998370U (en) | 2022-12-09 |
Family
ID=84320148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222131764.7U Active CN217998370U (en) | 2022-08-13 | 2022-08-13 | Roof bearing and force dispersing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217998370U (en) |
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2022
- 2022-08-13 CN CN202222131764.7U patent/CN217998370U/en active Active
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