CN217460894U - Anti-seismic building storehouse with swing wall - Google Patents
Anti-seismic building storehouse with swing wall Download PDFInfo
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- CN217460894U CN217460894U CN202220352636.2U CN202220352636U CN217460894U CN 217460894 U CN217460894 U CN 217460894U CN 202220352636 U CN202220352636 U CN 202220352636U CN 217460894 U CN217460894 U CN 217460894U
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Abstract
The utility model relates to an antidetonation building storehouse with wall sways, including main body frame, main body frame includes stand and crossbeam, two adjacent crossbeams are entablature and lower side crossbeam respectively on the definition upper and lower direction, the entablature, two adjacent stands between the lower side crossbeam are first stand and second stand respectively, the entablature that corresponds, the lower side crossbeam, it sways the wall to set up between first stand and the second stand, it links to each other with the lower side crossbeam through hinged support to sway the bottom of wall, hinged support's articulated axis extending direction is unanimous with the length extending direction of lower side crossbeam, sway the upper end of wall, lower extreme and first stand, link to each other through corresponding attenuator respectively between the second stand. The utility model provides a can improve the antidetonation building storehouse that has the wall of swaing of shock resistance.
Description
Technical Field
The utility model relates to a granary field for bulk grain storage; in particular to an anti-seismic building warehouse with a swinging wall.
Background
The building warehouse is a grain storage structure with small floor area, full space utilization and reasonable economic benefit, and has great advantages and development prospects in big cities with dense population and short land resources.
Current building storehouse includes main body frame, and main body frame includes stand and crossbeam, is provided with the infilled wall between outlying stand and the crossbeam. The large-scale building warehouse has large mass because of storing a large amount of grains, so that a large earthquake action can be generated during an earthquake.
As a frame structure, the building bin has small lateral stiffness, undefined deformation mode under different earthquake actions, easy weak layer damage and difficult control of damage mechanisms. The existing common anti-seismic design method is to increase the section size of each structural component of the building warehouse, for example, the upright posts and the cross beams are thicker, the method resists the earthquake action by depending on the strength and the rigidity of the structure of the building warehouse and the deformation and the damage of the structural components, the earthquake energy is consumed, the simple increase of the size of the structural components not only increases the construction cost of the building warehouse, but also causes difficult recovery of the damage of the earthquake to the main structure of the building warehouse and each component.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can improve the antidetonation building storehouse that has the wall of swaing of shock resistance.
In order to solve the technical problem, the utility model discloses in have the antidetonation building storehouse of swaying wall technical scheme as follows:
the utility model provides an antidetonation building storehouse with sway wall, including main body frame, main body frame includes stand and crossbeam, two adjacent crossbeams are upside crossbeam and downside crossbeam respectively in the orientation about the definition, the upside crossbeam, two adjacent stands between the downside crossbeam are first stand and second stand respectively, the upside crossbeam that corresponds, the downside crossbeam, it sways the wall to set up between first stand and the second stand, it links to each other with the downside crossbeam through hinged support to sway the bottom of wall, hinged support's articulated axis extending direction is unanimous with the length extending direction of downside crossbeam, sway the upper end of wall, lower extreme and first stand, link to each other through corresponding the attenuator respectively between the second stand.
Furthermore, the stand is arranged and is distributed and is four rows that the interval was arranged along left and right sides direction, sways the wall and distributes and between the adjacent two rows of stand in the middle.
Further, in the front-back direction, at least one upright column interval is arranged between two adjacent swinging walls.
Furthermore, the swing wall comprises a swing wall body, prestressed tendons vertically arranged are arranged in the swing wall body, and two ends of the prestressed tendons are fixed in the swing wall body through anchors.
Furthermore, the hinged support comprises a bottom embedded seat fixed on the corresponding lower side cross beam, an upper side connecting seat fixedly connected with the lower end of the swinging wall, and a hinged structure for realizing the hinged connection of the bottom embedded seat and the upper side connecting seat.
Further, the upside connecting seat includes that the outsourcing is fixed in the outsourcing girder steel of swaing the wall bottom and the V shaped steel of fixed outsourcing girder steel bottom support, and hinge structure sets up in the lower extreme that V shaped steel supported.
Furthermore, the damper is a metal damper, the metal damper comprises a first damper steel plate and a second damper steel plate which are arranged in parallel along the axis extending direction of the hinged support, the metal damper also comprises a damper rib steel plate fixed between the first damper steel plate and the second damper steel plate, a swinging wall embedded steel plate arranged in parallel with the first damper steel plate is embedded in the swinging wall, and the first damper steel plate is connected with the swinging wall embedded steel plate through a first bolt; and upright post embedded steel plates which are arranged in parallel with the damper second steel plate are embedded in the corresponding upright posts, and the damper second steel plate is connected with the upright post embedded steel plates through second bolts.
The utility model has the advantages that: the utility model provides a building storehouse has better antidetonation bearing capacity, and the horizontal earthquake effect of mainly undertaking by the stand converts into and undertakes by swaing the wall, swabs the wall and takes place to rotate around its articulated axis relative beam, swabs the attenuator between wall and the stand and along with the dislocation between stand, the crossbeam warp and consume seismic energy, has improved building storehouse's shock resistance.
Furthermore, the damper is connected with the upright post and the swinging wall through bolts, after an earthquake, the damper is damaged, the damper can be conveniently replaced and maintained, the restorability of a structure system is realized, the main structure is guaranteed not to be seriously damaged, the grain storage function of the building warehouse is not interrupted or can be quickly restored, the restorable functionality of the building warehouse is realized, and the sustainable development of the building warehouse structure is facilitated.
Drawings
The above and other objects, features and advantages of exemplary embodiments of the present disclosure will become readily apparent from the following detailed description read in conjunction with the accompanying drawings. Several embodiments of the present disclosure are illustrated by way of example, and not by way of limitation, in the figures of the accompanying drawings and in which like reference numerals refer to like or corresponding parts and in which:
FIG. 1 is a schematic structural view of an embodiment of a medium earthquake resistant building;
FIG. 2 is a plan view of the rocking wall of FIG. 1;
FIG. 3 is a schematic view of the combination of the swinging wall and the main frame of the present invention;
FIG. 4 is a schematic view of the engagement of the pivoting support of FIG. 3 with a swinging wall;
FIG. 5 is a schematic view of the damper of FIG. 4 engaged with a post;
description of reference numerals: 1. a foundation; 2. a foundation beam; 3. a column; 4. a frame cross member; 5. a damper; 501. a first bolt; 502. a metal stiffener steel plate; 503. pre-burying a steel plate; 504. a second bolt; 505. a second steel plate; 6. a window; 7. swinging the wall; 8. a hinged support; 801. steel beams are wrapped outside; 802. supporting by V-shaped steel; 803. a hinge structure; 804. a base is embedded at the bottom; 9. a floor slab; 10. filling a wall; 11. a door; 12. pre-stressing a steel bar; 13. pre-burying a steel plate in the swinging wall; 14. and pre-burying a steel plate in the stand column.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described in more detail with reference to the accompanying drawings and specific embodiments. Preferred embodiments of the present invention are shown in the drawings. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It is to be noted that, unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
The utility model discloses in an embodiment of antidetonation building storehouse with sway wall is shown in figure 1~ 5: including main body frame, main body frame includes stand 3 and crossbeam, and the crossbeam is including setting up foundation beam 2 on basis 1 and the frame crossbeam 4 that is located the foundation beam upside, and 4 departments of frame crossbeam that correspond are provided with floor 9, and floor 9 separates into three layer construction with whole building storehouse.
In this embodiment, the stand is arranged and is distributed and is the four rows that arrange along left and right direction interval, and every row of stand all includes a plurality of along the fore-and-aft direction interval arrangement the stand. Wherein, a filler wall 10 is arranged between the circle of upright posts at the outermost periphery, and a door 11 and a window 6 are arranged on the filler wall 10.
All belong to prior art more than, the utility model discloses an improve and lie in: the swing walls are arranged between two adjacent rows of upright posts in the middle, the number of the swing walls is five, the five swing walls are arranged at intervals in the front-back direction, and an interval of one upright post is arranged between every two adjacent swing walls.
The crossbeam of wall upper and lower both sides is swayd in definition is called upside crossbeam and downside crossbeam respectively, the upside crossbeam, two adjacent stands between the downside crossbeam are first stand and second stand respectively, it is located upside crossbeam, the downside crossbeam to sway the wall, between first stand and the second stand, it links to each other with the downside crossbeam to sway the bottom of wall through hinged support 8, hinged support's articulated axis extending direction is unanimous with the length extending direction of downside crossbeam, it links to each other through corresponding attenuator 5 respectively to sway the upper end of wall, lower extreme and first stand, between the second stand.
In this embodiment, sway the wall and include concrete structure's the wall body that sways, sway the wall body internal beam and have followed vertical setting's prestressing steel 12, fix in the wall body that sways through the ground tackle at prestressing steel 12's both ends.
The hinged support comprises a bottom embedded seat 804 fixed on the lower cross beam, an upper side connecting seat fixedly connected with the lower end of the swinging wall, and a hinged structure 803 realizing the hinged connection of the bottom embedded seat and the upper side connecting seat, wherein the hinged structure is a steel hinge in the embodiment.
The upside connecting seat includes that the outsourcing is fixed in the outsourcing girder steel 801 and the V shaped steel of fixed outsourcing girder steel bottom of rocking wall support 802 of rocking wall bottom, and the outsourcing girder steel is meant to wrap in the peripheral steel bushing in rocking wall bottom, and the steel bushing periphery is provided with the strengthening rib, and hinge structure 803 sets up in the lower extreme that V shaped steel supported 802. The bottom embedded seat is provided with an inverted V-shaped structure which is symmetrically arranged with the V-shaped steel support.
The damper in the embodiment is a metal damper, the metal damper comprises a first damper steel plate 503 and a second damper steel plate 505 which are arranged in parallel along the axial extension direction of the hinged support, the metal damper further comprises a damper rib steel plate 502 fixed between the first damper steel plate 503 and the second damper steel plate 505, the damper rib steel plate is a steel plate welded with a reinforcing rib, the damper rib steel plate is vertically arranged, a swing wall embedded steel plate 13 arranged in parallel with the first damper steel plate is embedded in a swing wall 7, and the first damper steel plate and the swing wall embedded steel plate are connected through a first bolt 501; the upright post embedded steel plates 14 arranged in parallel with the damper second steel plate are embedded in the corresponding upright posts, and the damper second steel plate is connected with the upright post embedded steel plates through second bolts 504.
The utility model discloses well building storehouse's work progress is simple to be:
1) and (3) adopting a cast-in-place method to cast the foundation 1 and the foundation beam 2 in place.
2) The upright post 3, the frame cross beam 4 and the floor slab 9 of the main body structure are subjected to cast-in-place construction, and design and construction can be carried out according to relevant specifications and methods.
3) The hinged support 8 is mounted.
4) And (5) erecting supports and templates and pouring the swinging wall 7.
5) And installing a damper 5 and connecting the swinging wall 7 with the upright post 3.
6) The window 6 and the door 11 can be designed and constructed according to the existing method, and autoclaved aerated concrete blocks are adopted between the connecting beams of the walls of the building warehouse to fill the space until the whole building warehouse provided with the swing walls is built.
When an earthquake occurs, the better anti-seismic bearing capacity of the building warehouse in the embodiment is realized by converting the horizontal earthquake action mainly borne by the upright posts into the swinging wall between the frame main bodies. The swinging wall rotates around the hinge point relative to the cross beam, and the metal damper between the swinging wall and the upright column consumes seismic energy due to the dislocation deformation between the wall body and the main frame. After an earthquake, the metal damper can be detached, replaced or maintained, so that the restorability of a structural system is realized, the main structure is ensured not to be seriously damaged, the grain storage function of the building warehouse is not interrupted or can be quickly repaired, the restorable functionality of the building warehouse is realized, and the sustainable development of the building warehouse structure is facilitated. Each atress of this embodiment, power consumption part divide the labour clearly and definitely, and building storehouse stand only need bear vertical load, need not increase the cross-sectional size of building storehouse stand, is favorable to resources are saved, reduces the building pollution. The structure has uniform deformation, good anti-seismic performance, controllable damage, and good energy consumption capability and recoverability.
In the above description of the present specification, the terms "fixed," "mounted," "connected," or "connected" should be construed broadly unless otherwise explicitly specified or limited. For example, with the term "coupled", it can be fixedly coupled, detachably coupled, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship. Therefore, unless the specification explicitly defines otherwise, those skilled in the art can understand the specific meaning of the above terms in the present invention according to specific situations.
From the above description of the present specification, those skilled in the art will also understand the terms used below, terms indicating orientation or positional relationship such as "upper", "lower", "front", "rear", "left", "right", "length", "width", "thickness", "vertical", "horizontal", "top", "bottom", "inner", "outer", "axial", "radial", "circumferential", "central", "longitudinal", "transverse", "clockwise" or "counterclockwise" and the like are based on the orientation or positional relationship shown in the drawings of the present specification, it is used for convenience in explanation of the invention and for simplicity of description only, and does not explicitly or implicitly indicate that the device or element concerned must be constructed and operated in the particular orientation described, therefore, the above terms of orientation or positional relationship should not be understood or interpreted as limitations to the present invention.
In addition, the terms "first" or "second", etc. used in this specification are used to refer to numbers or ordinal terms for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of the feature. In the description of the present specification, "a plurality" means at least two, for example, two, three or more, and the like, unless specifically defined otherwise.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications or substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims (5)
1. The utility model provides an antidetonation building storehouse with sway wall, includes main body frame, and main body frame includes stand and crossbeam, and two adjacent crossbeams are last side rail and downside crossbeam respectively on the upper and lower direction of definition, and two adjacent stands between last side rail, the downside crossbeam are first stand and second stand, its characterized in that respectively: the upside crossbeam that corresponds, the downside crossbeam, it sways the wall to set up between first stand and the second stand, it links to each other with the downside crossbeam through articulated bearing to sway the bottom of wall, articulated bearing's articulated axis extending direction is unanimous with the length extending direction of downside crossbeam, the upper end of wall sways, lower extreme and first stand, link to each other through corresponding the attenuator respectively between the second stand, articulated bearing is including being fixed in the pre-buried seat in bottom on the corresponding downside crossbeam, articulated bearing still includes the upside connecting seat that links to each other with the wall lower extreme is fixed to sway, articulated bearing is still including realizing the articulated structure that the pre-buried seat in bottom links to each other with the upside connecting seat is articulated, the upside connecting seat includes that the outsourcing is fixed in the V shaped steel support of the outsourcing girder steel and the fixed outsourcing girder steel bottom of wall bottom that sways, articulated structure sets up in the lower extreme that V shaped steel supported.
2. An earthquake-resistant building according to claim 1, characterized in that: the stand is arranged and is distributed and is four rows along left and right direction interval arrangement, sways between wall distribution and the adjacent two rows of stands in the middle.
3. An earthquake-resistant building according to claim 2, characterized in that: in the front-back direction, at least one upright column interval is arranged between two adjacent swinging walls.
4. An earthquake-resistant building according to claim 1, characterized in that: the swing wall comprises a swing wall body, prestressed steel bars which are vertically arranged are arranged in the swing wall body, and two ends of the prestressed steel bars are fixed in the swing wall body through anchors.
5. An earthquake-resistant building according to any one of claims 1 to 4 wherein: the damper is a metal damper, the metal damper comprises a first damper steel plate and a second damper steel plate which are arranged in parallel along the axial extension direction of the hinged support, the metal damper also comprises a damper rib steel plate fixed between the first damper steel plate and the second damper steel plate, a swinging wall embedded steel plate arranged in parallel with the first damper steel plate is embedded in the swinging wall, and the first damper steel plate is connected with the swinging wall embedded steel plate through a first bolt; and upright post embedded steel plates which are arranged in parallel with the second steel plate of the damper are embedded in the corresponding upright posts, and the second steel plate of the damper is connected with the upright post embedded steel plates through second bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220352636.2U CN217460894U (en) | 2022-02-22 | 2022-02-22 | Anti-seismic building storehouse with swing wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220352636.2U CN217460894U (en) | 2022-02-22 | 2022-02-22 | Anti-seismic building storehouse with swing wall |
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| CN217460894U true CN217460894U (en) | 2022-09-20 |
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| CN202220352636.2U Active CN217460894U (en) | 2022-02-22 | 2022-02-22 | Anti-seismic building storehouse with swing wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853779A (en) * | 2019-01-24 | 2019-06-07 | 重庆大学 | It is a kind of containing swing column and the full swinging structure system and its construction method of waving wall |
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2022
- 2022-02-22 CN CN202220352636.2U patent/CN217460894U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853779A (en) * | 2019-01-24 | 2019-06-07 | 重庆大学 | It is a kind of containing swing column and the full swinging structure system and its construction method of waving wall |
| CN109853779B (en) * | 2019-01-24 | 2023-08-22 | 重庆大学 | Full-swing structure system containing swing column and swing wall and construction method thereof |
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