CN109024962A - A kind of assembled architecture and assembled architecture building roof system energy-dissipating and shock-absorbing method - Google Patents
A kind of assembled architecture and assembled architecture building roof system energy-dissipating and shock-absorbing method Download PDFInfo
- Publication number
- CN109024962A CN109024962A CN201810910812.8A CN201810910812A CN109024962A CN 109024962 A CN109024962 A CN 109024962A CN 201810910812 A CN201810910812 A CN 201810910812A CN 109024962 A CN109024962 A CN 109024962A
- Authority
- CN
- China
- Prior art keywords
- rack gear
- supporter
- assembled architecture
- prefabricated board
- roof system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
This application discloses a kind of assembled architectures, comprising: horizontally disposed prefabricated board, side are movably connected on supporter；Elastic parts acts between prefabricated board and supporter in the horizontal direction.Disclosed herein as well is a kind of assembled architecture building roof system energy-dissipating and shock-absorbing methods, and elastomer is arranged between building roof system and supporter, which acts on building roof system in the horizontal direction, and after horizontal direction offset occurs for building roof system, it are driven to return to offset front position.The present invention simply, conveniently, effectively, can reinforce total globality, achieve the purpose that reinforcing by the way that rack and wheel-spring energy-consuming shock absorber, method are arranged between prefabricated board and supporter.
Description
Technical field
This application involves technical field of buildings, more particularly to a kind of assembled architecture and the roof system energy dissipating of assembled architecture building
Shock-dampening method.
Background technique
The recent whole world enters seismic activity dense days, assembles according to being not less than in 7 degree of earthquake to recent earthquake earthquake intensity
The analysis of formula concrete structure, assembled masonry structure collapse mechanism is as can be seen that the most basic reason that fabricated construction collapses
Characteristic and the building roof system itself for being attributed to its used prefabricated component lack preferable globality.Fabricated construction is due to it
The design feature of itself there is the factor for being unfavorable for antidetonation in design.
In the case where fabricated construction concrete or the big not malleable of building material brittleness, most effective approach is exactly
The globality of reinforced assembly formula building roof system.
Summary of the invention
The purpose of the present invention is to provide a kind of assembled architectures and assembled architecture building roof system energy-dissipating and shock-absorbing method, pass through
To the reinforcement between Assembled Building roof system prefabricated board, increases the globality of building roof system, improve the cooperative transformation of each lateral resistant member
Ability reduces the relative storey displacement of structure, to avoid prefabricated concrete structure and assembled masonry structure building roof system as far as possible
Partly or wholly collapse.
To achieve the above object, the invention provides the following technical scheme:
The embodiment of the present application discloses a kind of assembled architecture, comprising:
Horizontally disposed prefabricated board, side are movably connected on supporter；
Elastic parts acts between prefabricated board and supporter in the horizontal direction.
Preferably, in above-mentioned assembled architecture, the elastic parts includes:
First rack gear；
Second rack gear；
Spring is set between the second rack gear and supporter or is set between the second rack gear and prefabricated board；
Gear is installed on supporter, and is engaged respectively with the first rack gear and the second rack gear.
Preferably, in above-mentioned assembled architecture, first rack gear and the second rack gear be respectively arranged in prefabricated board and
On supporter；
The spring is set between the second rack gear and supporter.
Preferably, in above-mentioned assembled architecture, the elastic parts further include:
Track is formed with the sliding slot with second rack gear cooperation on the track.
Preferably, in above-mentioned assembled architecture, the track installation is on supporter.
It preferably, further include mounting base in above-mentioned assembled architecture, the mounting base is fixed on the supporter
On, the track and spring are installed in mounting base.
Preferably, in above-mentioned assembled architecture, first rack gear, the second rack and pinion are generally aligned in the same plane
It is interior.
Preferably, in above-mentioned assembled architecture, second rack gear and the first rack gear be respectively arranged in prefabricated board and
On supporter；
The spring is set between the second rack gear and prefabricated board.
Preferably, in above-mentioned assembled architecture, the elastic parts is set to the lower section of prefabricated board.
Preferably, in above-mentioned assembled architecture, the prefabricated board constitutes the building roof system of building.
Correspondingly, the invention also discloses a kind of assembled architecture building roof system energy-dissipating and shock-absorbing method, roof system and support in building
Elastomer is set between body, which acts on building roof system in the horizontal direction, and after horizontal direction offset occurs for building roof system,
It is driven to return to offset front position.
Compared with the prior art, the advantages of the present invention are as follows: the present invention between prefabricated board and supporter by being arranged tooth
Item-gear-spring energy-consuming shock absorber, method simply, conveniently, effectively, can reinforce total globality, reach reinforcing
Purpose.
Detailed description of the invention
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
The some embodiments recorded in application, for those of ordinary skill in the art, without creative efforts,
It is also possible to obtain other drawings based on these drawings.
Fig. 1 show the bottom view of assembled architecture building roof system in the specific embodiment of the invention；
Fig. 2 show the cross-sectional view of A-A in Fig. 1.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Referring to figs. 1 and 2, a kind of assembled architecture, including 10 He of prefabricated board are provided in the embodiment of the application
Elastic parts 20.
Prefabricated board 10 is horizontally disposed, and side is movably connected on supporter 30.Elastic parts 20 acts in the horizontal direction
Between prefabricated board 10 and supporter 30.The elastic parts 20 acts on prefabricated board 10 in the horizontal direction, and sends out in prefabricated board 10
After raw horizontal direction offset, it is driven to return to offset front position.
In one embodiment, prefabricated board 10 constitutes the building roof system of building.
In other embodiments, prefabricated board 10 is also used as the bottom plate of floor.
In one embodiment, supporter 30 is wall or prefabricated backbar.
Elastic parts 20 includes that the first rack gear 201, the second rack gear 202 and spring 203, spring 203 are set to the second rack gear
Between 202 and supporter 30 or it is set between the second rack gear 202 and prefabricated board 10.Gear 204 is installed on supporter 30,
And it is engaged respectively with the first rack gear 201 and the second rack gear 202.
In the first embodiment, the first rack gear 201 and the second rack gear 202 are respectively arranged in prefabricated board 10 and supporter 30
On；Spring 203 is set between the second rack gear 202 and supporter 30.
Further, elastic parts 20 further includes track 205, and the cunning with the cooperation of the second rack gear 202 is formed on track 205
Slot.
Further, track 205 is installed on supporter 30.
In other embodiments, track 205 can also be installed on prefabricated board 10, and the second rack gear 202 is matched on track
And track-movable.
In one embodiment, sliding slot is slotted using T-type, not only can realize guide function to the second rack gear 202, can be with
Realize the limit to the second rack gear 202.
It in one embodiment, further include mounting base 206, mounting base 206 is fixed on supporter 30, track and spring 203
It is installed in mounting base 206.
In the technical solution, mounting base is arranged at installation as a carrier, track, the second rack gear 202 and spring 203
On seat, when assembling, mounting base, track, the second rack gear 202 and spring 203 constitute an entirety can be then whole with pre-assembly
It is fixed on supporter 30.
In one embodiment, mounting base is preferably a flat steel member, can pass through spiral shell between supporter 30
Nail mode is installed.
In one embodiment, gear 204 is fixed in mounting base by connecting rod 207.
In one embodiment, the first rack gear 201, the second rack gear 202 and gear 204 are in the same plane.
In a second embodiment, the second rack gear 202 and the first rack gear 201 are respectively arranged in prefabricated board 10 and supporter 30
On；Spring 203 is set between the second rack gear 202 and prefabricated board 10.
In a preferred embodiment, elastic parts 20 is set to the lower section of prefabricated board 10.
In a preferred embodiment, two groups of elasticity groups are provided between each edge of prefabricated board and corresponding supporter
Part, wherein when the spring of prefabricated board side forms compression, the spring of the opposite other side, which is constituted, to be stretched, pre- so as to drive
Making sheet restores to initial position.
When assembled architecture of the present invention is installed, the first rack gear 201 connecting rod 208 is fixed on the downside of prefabricated board first；
Steel member 206 is installed on the backbar or wall of prefabricated board ends.When earthquake horizontal force, meeting is moved left and right with prefabricated board
Drive the first rack gear left/right mobile, the first rack drives gear, gear drives the second rack gear mobile in sliding slot right/left, and then presses
It contracts or stretches high strong spring, when high-strength spring-compressed or while being stretched to a certain degree can consume certain seismic energy, and promote
Second rack gear makes the first rack gear (prefabricated board) to restore origin-location reversely with moving gear.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of assembled architecture characterized by comprising
Horizontally disposed prefabricated board, side are movably connected on supporter；
Elastic parts acts between prefabricated board and supporter in the horizontal direction.
2. assembled architecture according to claim 1, which is characterized in that the elastic parts includes:
First rack gear；
Second rack gear；
Spring is set between the second rack gear and supporter or is set between the second rack gear and prefabricated board；
Gear is installed on supporter, and is engaged respectively with the first rack gear and the second rack gear.
3. assembled architecture according to claim 2, which is characterized in that
First rack gear and the second rack gear are respectively arranged on prefabricated board and supporter；
The spring is set between the second rack gear and supporter.
4. assembled architecture according to claim 3, which is characterized in that the elastic parts further include:
Track is formed with the sliding slot with second rack gear cooperation on the track.
5. assembled architecture according to claim 4, which is characterized in that the track installation is on supporter.
6. assembled architecture according to claim 4, which is characterized in that further include mounting base, the mounting base is fixed on
On the supporter, the track and spring are installed in mounting base.
7. assembled architecture according to claim 2, which is characterized in that first rack gear, the second rack and pinion position
In in same plane.
8. assembled architecture according to claim 2, which is characterized in that
Second rack gear and the first rack gear are respectively arranged on prefabricated board and supporter；
The spring is set between the second rack gear and prefabricated board.
9. assembled architecture according to claim 1, which is characterized in that the elastic parts is set under prefabricated board
Side.
10. a kind of assembled architecture building roof system energy-dissipating and shock-absorbing method, which is characterized in that bullet is arranged between building roof system and supporter
Property body, which acts on building roof system in the horizontal direction, and after horizontal direction offset occurs for building roof system, it is driven to return to partially
Move front position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810910812.8A CN109024962A (en) | 2018-08-10 | 2018-08-10 | A kind of assembled architecture and assembled architecture building roof system energy-dissipating and shock-absorbing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810910812.8A CN109024962A (en) | 2018-08-10 | 2018-08-10 | A kind of assembled architecture and assembled architecture building roof system energy-dissipating and shock-absorbing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024962A true CN109024962A (en) | 2018-12-18 |
Family
ID=64633630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810910812.8A Pending CN109024962A (en) | 2018-08-10 | 2018-08-10 | A kind of assembled architecture and assembled architecture building roof system energy-dissipating and shock-absorbing method |
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| Country | Link |
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| CN (1) | CN109024962A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851778A (en) * | 2020-07-28 | 2020-10-30 | 周增强 | Assembled building quick detach antidetonation connection structure |
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|---|---|---|---|---|
| CN1161592A (en) * | 1996-03-13 | 1997-10-08 | 东芝株式会社 | Shock-proof device |
| JP4161002B1 (en) * | 2006-12-05 | 2008-10-08 | 積水化学工業株式会社 | building |
| CN107023207A (en) * | 2017-05-17 | 2017-08-08 | 大连大学 | Self reset curvature-prevention is supported |
| CN207296018U (en) * | 2017-09-15 | 2018-05-01 | 倪震宇 | The attachment device of shear wall and concrete walls floor in a kind of building structure |
| CN108086513A (en) * | 2018-01-22 | 2018-05-29 | 同济大学 | The multistage used appearance shock mitigation system of shape-memory alloy type |
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
| CN207553704U (en) * | 2017-08-28 | 2018-06-29 | 广州大学 | A kind of novel high degree of safety shock isolating pedestal suitable for super large shake |
-
2018
- 2018-08-10 CN CN201810910812.8A patent/CN109024962A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1161592A (en) * | 1996-03-13 | 1997-10-08 | 东芝株式会社 | Shock-proof device |
| JP4161002B1 (en) * | 2006-12-05 | 2008-10-08 | 積水化学工業株式会社 | building |
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
| CN107023207A (en) * | 2017-05-17 | 2017-08-08 | 大连大学 | Self reset curvature-prevention is supported |
| CN207553704U (en) * | 2017-08-28 | 2018-06-29 | 广州大学 | A kind of novel high degree of safety shock isolating pedestal suitable for super large shake |
| CN207296018U (en) * | 2017-09-15 | 2018-05-01 | 倪震宇 | The attachment device of shear wall and concrete walls floor in a kind of building structure |
| CN108086513A (en) * | 2018-01-22 | 2018-05-29 | 同济大学 | The multistage used appearance shock mitigation system of shape-memory alloy type |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851778A (en) * | 2020-07-28 | 2020-10-30 | 周增强 | Assembled building quick detach antidetonation connection structure |
| CN111851778B (en) * | 2020-07-28 | 2021-09-03 | 周增强 | Assembled building quick detach antidetonation connection structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Sun Zhang Inventor after: Xie Haijian Inventor after: Zhang Yucheng Inventor after: Ma Jian Inventor before: Zhang Yunfa Inventor before: Xie Haijian Inventor before: Zhang Yucheng Inventor before: Sun Zhang Inventor before: Ma Jian |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |