CN211874053U - Assembled building shock-absorbing structure - Google Patents
Assembled building shock-absorbing structure Download PDFInfo
- Publication number
- CN211874053U CN211874053U CN202020026368.6U CN202020026368U CN211874053U CN 211874053 U CN211874053 U CN 211874053U CN 202020026368 U CN202020026368 U CN 202020026368U CN 211874053 U CN211874053 U CN 211874053U
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- Prior art keywords
- steel plate
- steel sheet
- stopper
- building
- lower steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 107
- 239000010959 steel Substances 0.000 claims abstract description 107
- 238000013016 damping Methods 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims abstract description 11
- 230000000694 effects Effects 0.000 abstract description 22
- 230000008901 benefit Effects 0.000 abstract description 6
- 230000000087 stabilizing effect Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 7
- 230000035939 shock Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an assembly type structure shock-absorbing structure, including last steel sheet and lower steel sheet, go up the steel sheet and weld between the lower steel sheet have perpendicular and connecting block between them, and the welding of connecting block both ends has the first stopper and the second stopper on the perpendicular to steel sheet and lower steel sheet right angle limit, first stopper and second stopper and last steel sheet have the mutually perpendicular's steel column in turn from top to bottom with welding between the lower steel sheet lateral wall, and be equipped with damping spring around the steel column. Has the advantages that: during earthquake, the damping spring and the steel column which are alternately arranged between the first limiting block, the second limiting block and the side face of the steel plate and the damper between the upper steel plate and the lower steel plate can offset the load action in the horizontal direction and the vertical direction on the assembled building during earthquake, so that the damping effect of the assembled building is realized, the possibility of collapse of the building is greatly reduced, the safety of the building is improved, the triangular stabilizing effect of the assembled building is utilized, and the building stability and the bearing capacity are increased.
Description
Technical Field
The utility model relates to a building field particularly, relates to an assembly type structure shock-absorbing structure.
Background
With the development of modern industrial technology, the building can be manufactured in batches and in sets like machine production, and the prefabricated building components are transported to a construction site to be assembled, wherein the assembly type building refers to a building which is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories in the factory, such as floor slabs, wall slabs, stairs, balconies and the like, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
The prefabricated building is because the on-the-spot a large amount of assembly operations, the operation significantly reduces than original cast-in-place, have the reduction of erection time, energy-concerving and environment-protective, reduce the manpower, save material's advantage, but just owing to adopt general assembly structure, the junction between the component, especially the assembly department of both sides wall body or assembly component and horizontal room roof beam or superstructure component is comparatively weak, when meetting the earthquake, the vibrations that come from ground constantly produce the load effect of horizontal direction and vertical direction to the junction, and when the earthquake takes place, the load effect direction constantly changes, very easily lead to connecting between the component not hard up and collapsing, the security of prefabricated building has seriously been influenced, to above problem, need for an assembly type building shock-absorbing structure at present.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides an assembly type structure shock-absorbing structure possesses the high advantage of the loading effect and the security of each direction of resistance in the earthquake, and then solves the problem among the above-mentioned background art.
(II) technical scheme
For the above-mentioned load effect and the high advantage of security that possesses the each direction of impact in the earthquake, the utility model discloses a concrete technical scheme as follows:
the utility model provides an assembly type structure shock-absorbing structure, includes steel sheet and lower steel sheet, go up the welding between steel sheet and the lower steel sheet have perpendicular and connecting block between them, and the welding of connecting block both ends has the first stopper and the second stopper of steel sheet and lower steel sheet right-angle side in the perpendicular to, first stopper and second stopper and last steel sheet and lower steel sheet lateral wall between the welding have alternate mutually perpendicular's steel column from top to bottom, and be equipped with damping spring around the steel column.
Furthermore, go up the steel sheet and look into right triangle with lower steel sheet bow, and go up the steel sheet and correspond the position welding with lower steel sheet right-angle side and have a fixing base to correspond the position and seted up the second screw that the size is the same between the fixing base.
Furthermore, a plurality of dampers which are vertical to the upper steel plate and the lower steel plate are welded between the upper steel plate and the lower steel plate.
Furthermore, the first limiting block and the second limiting block are positioned at the outer side part of the side wall of the upper steel plate and are provided with second screw holes corresponding to the positions on the fixing seat, and the outer side of each second screw hole is provided with a first screw hole.
Further, the damping spring is superposed with the axis of the steel column.
Furthermore, the first screw hole and the second screw hole can be used for fixedly connecting the upper steel plate and the lower steel plate with the first member, the second member and the third member through screws.
Furthermore, the upper steel plate and the side wall of the lower steel plate are connected with each other in a welding mode.
(III) advantageous effects
Compared with the prior art, the utility model provides an assembly type structure shock-absorbing structure possesses following beneficial effect:
(1) wholly be right triangle-shaped structure during shock-absorbing structure installation that sets up, can adapt to in the component junction that anti-seismic performance is weakest, can not conflict mutually with other assembled component structures, can be convenient quick install, the practicality is strong, and triangle-shaped has firm effect, not only greatly increased the steadiness between the component, promoted its shock resistance, the bearing capacity of the component that still further improves.
(2) When shock-absorbing structure horizontal installation, be provided with a plurality of dampers through vertical direction between upper and lower steel sheet, when can offsetting the earthquake greatly and produce, come from the loading effect of vertical direction, reinforcing shock attenuation effect, and at first stopper, be equipped with reverse damping spring of mutually perpendicular's level and steel column between second stopper and the steel sheet side in turn, thereby can offset the loading effect of produced level discovery when the earthquake takes place partially, during the vertical installation, the loading effect of level and vertical direction can be offset equally, thereby realize the shock attenuation effect of assembly type building, greatly reduced the possibility that the building collapsed, the security of building has been improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a prefabricated building shock-absorbing structure according to an embodiment of the present invention;
FIG. 2 is a top view of a fabricated building cushioning structure according to an embodiment of the present invention;
fig. 3 is an assembly view of a fabricated structure shock-absorbing structure according to an embodiment of the present invention in fig. 2.
In the figure:
1. a first stopper; 2. steel plate feeding; 3. a first screw hole; 4. a damper; 5. a lower steel plate; 6. a second screw hole; 7. connecting blocks; 8. a second limiting block; 9. a fixed seat; 10. a damping spring; 11. a steel column; 12. a first member; 13. a second member; 14. a third member.
Detailed Description
For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.
According to the utility model discloses an embodiment provides an assembly type structure shock-absorbing structure.
The invention will now be further described with reference to the accompanying drawings and specific embodiments, as shown in figures 1-3, the assembly type building damping structure according to the embodiment of the utility model comprises an upper steel plate 2 and a lower steel plate 5, a connecting block 7 vertical to the upper steel plate 2 and the lower steel plate 5 is welded between the upper steel plate and the lower steel plate, and the two ends of the connecting block 7 are welded with a first limiting block 1 and a second limiting block 8 which are perpendicular to the right-angle sides of the upper steel plate 2 and the lower steel plate 5, steel columns 11 which are vertical to each other and alternate up and down are welded between the first limiting block 1 and the second limiting block 8 and the side walls of the upper steel plate 2 and the lower steel plate 5, and the damping spring 10 is arranged around the steel column 11 to partially offset the load from the horizontal or vertical direction during earthquake, therefore, the damping effect of the fabricated building is realized, the possibility of the building collapsing is greatly reduced, and the safety of the building is improved.
In an embodiment, go up steel sheet 2 and last steel sheet 2 and lower steel sheet 5 overlook and be right triangle, and go up steel sheet 2 and the corresponding position welding of 5 right-angle sides of lower steel sheet has fixing base 9, and correspond the position between the fixing base 9 and seted up the second screw 6 that the size is the same, play convenient and fast and other assembled components and install fixed effect, and utilize the firm effect that triangle-shaped has, not only greatly increased the steadiness between the component, its shock resistance has been promoted, the bearing capacity of the component that still further improves.
In one embodiment, a plurality of dampers 4 vertical to and between the upper steel plate 2 and the lower steel plate 5 are welded between the upper steel plate and the lower steel plate, the dampers 4 are mature technologies in the prior art, and are not described in detail herein, and the dampers play a role in partially offsetting loads from horizontal or vertical directions during an earthquake, so that the damping effect of the fabricated building is realized, the possibility of the building collapsing is greatly reduced, and the safety of the building is improved.
In one embodiment, the first limiting block 1 and the second limiting block 8 are located at the outer side of the side wall of the upper steel plate 2 and provided with a second screw hole 6 corresponding to the position of the fixing seat 9, and the outer side of the second screw hole 6 is provided with a first screw hole 3, so that the effect of mounting and fixing with other assembly type components is achieved more conveniently and rapidly.
In one embodiment, the damping spring 10 is aligned with the axis of the steel column 11, and acts to force the damping spring 10 parallel to the steel column 11.
In one embodiment, the first screw holes 3 and the second screw holes 6 can fixedly connect the upper steel plate 2 and the lower steel plate 5 with the first member 12, the second member 13 and the third member 14 through screws, so that the damping structure can be conveniently and rapidly installed during assembly and installation, manpower and material resources are saved, and the stability and the shock resistance of a building are enhanced.
In one embodiment, the side walls of the upper steel plate 2 and the lower steel plate 5 are welded to each other, which serves to balance the forces applied to the upper steel plate 2 and the lower steel plate 5.
The working principle is as follows: when in installation, the first limiting block 1 and the second screw hole 6 on the fixing seat 9 are utilized to install and fix the upper steel plate 2 and the lower steel plate 5 on the side surface of the second component 13 by screws, similarly, the second limiting block 8 and the second screw hole 6 on the fixing seat 9 are utilized to install and fix the upper steel plate 2 and the lower steel plate 5 on the side surface of the first component 12 by screws, finally, the first screw hole 3 on the first limiting block 1 and the second limiting block 8 are utilized to connect the upper steel plate 2 and the lower steel plate 5 with the third component 14 by screws, the whole damping structure is a right triangle structure when in installation, can be adapted to the component connection position with the weakest anti-seismic performance, cannot conflict with other assembly component structures, can be conveniently and quickly installed, has strong practicability, and the triangle has a stabilizing effect, not only greatly increases the stability between components, but also improves the anti-seismic capability, the bearing capacity of the component that still further improves, when the earthquake takes place, through last steel sheet 2 with down be provided with a plurality of dampers 4 in the vertical direction between the steel sheet 5, the load effect that comes from the vertical direction when the earthquake takes place can be offset greatly, strengthen shock attenuation effect, and at first stopper 1, the horizontal direction's that is perpendicular to each other damping spring 10 and steel column 11 are equipped with in turn between second stopper 8 and the steel sheet side, thereby can partially offset the load effect of the level discovery that produces when the earthquake takes place, during perpendicular installation, the load effect of horizontal and vertical direction can be offset equally, thereby realize assembly type structure's shock attenuation effect, greatly reduced the possibility that the building collapsed, the security of building has been improved.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
The above description is only a 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 assembly type structure shock-absorbing structure, includes steel sheet (2) and lower steel sheet (5), its characterized in that, go up steel sheet (2) and down the welding between steel sheet (5) have perpendicular and connecting block (7) between them, and the welding of connecting block (7) both ends has first stopper (1) and second stopper (8) of steel sheet (2) and lower steel sheet (5) right angle limit on the perpendicular to, first stopper (1) and second stopper (8) and last steel sheet (2) and down have welding between steel sheet (5) the lateral wall have from top to bottom alternate mutually perpendicular's steel column (11), and be equipped with damping spring (10) around steel column (11).
2. The assembly type structure as claimed in claim 1, wherein the upper steel plate (2), the upper steel plate (2) and the lower steel plate (5) are in a right triangle shape when overlooked, the fixing seats (9) are welded at the corresponding positions of the right-angle sides of the upper steel plate (2) and the lower steel plate (5), and second screw holes (6) with the same size are formed at the corresponding positions between the fixing seats (9).
3. A fabricated building shock-absorbing structure according to claim 1, wherein a plurality of dampers (4) are welded between the upper steel plate (2) and the lower steel plate (5) and vertically arranged with respect to each other.
4. The assembly type structure as claimed in claim 1, wherein the first stopper (1) and the second stopper (8) are located at the outer side of the side wall of the upper steel plate (2) and provided with second screw holes (6) corresponding to the positions of the fixing seats (9), and the outer side of the second screw holes (6) is provided with first screw holes (3).
5. A fabricated building cushioning structure according to claim 1, characterized in that the cushioning springs (10) are coincident with the axes of the steel columns (11).
6. A fabricated building shock-absorbing structure according to claim 4, wherein the first screw hole (3) and the second screw hole (6) are formed to fixedly connect the upper steel plate (2) and the lower steel plate (5) to the first member (12), the second member (13), and the third member (14) by screws.
7. A fabricated building shock-absorbing structure according to claim 1, wherein the upper steel plate (2) and the lower steel plate (5) are welded to each other at the side walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020026368.6U CN211874053U (en) | 2020-01-07 | 2020-01-07 | Assembled building shock-absorbing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020026368.6U CN211874053U (en) | 2020-01-07 | 2020-01-07 | Assembled building shock-absorbing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211874053U true CN211874053U (en) | 2020-11-06 |
Family
ID=73260810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020026368.6U Expired - Fee Related CN211874053U (en) | 2020-01-07 | 2020-01-07 | Assembled building shock-absorbing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211874053U (en) |
-
2020
- 2020-01-07 CN CN202020026368.6U patent/CN211874053U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| 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: 20201106 |