CN108930334A - A kind of frame structure of antidetonation - Google Patents
A kind of frame structure of antidetonation Download PDFInfo
- Publication number
- CN108930334A CN108930334A CN201810931814.5A CN201810931814A CN108930334A CN 108930334 A CN108930334 A CN 108930334A CN 201810931814 A CN201810931814 A CN 201810931814A CN 108930334 A CN108930334 A CN 108930334A
- Authority
- CN
- China
- Prior art keywords
- support column
- built
- plate
- pedestal
- column
- 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.)
- Pending
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 230000035939 shock Effects 0.000 claims abstract description 22
- 238000007789 sealing Methods 0.000 claims description 26
- 238000013016 damping Methods 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 9
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 230000010412 perfusion Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract description 2
- 238000010168 coupling process Methods 0.000 abstract description 2
- 238000005859 coupling reaction Methods 0.000 abstract description 2
- 239000000872 buffer Substances 0.000 description 11
- 238000010008 shearing Methods 0.000 description 6
- 230000003139 buffering effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002271 resection Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- -1 silt Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of frame structures of antidetonation, including pedestal, the pedestal lower end is equipped with shock isolating pedestal, the pedestal is bolted with the shock isolating pedestal, the pedestal upper end is equipped with fixing bolt column, the pedestal and the fixing bolt column weld, fixing bolt column upper end is equipped with the first support column, first support column is connect with the fixing bolt male screw, first support column side is equipped with the second support column, second support column is connect with the fixing bolt male screw, first support column, the bottom of second support column is equipped with the first stiffening plate.Beneficial effect is: passing through fixing bolt column, facilitate the installation of first support column and the second support column, the concrete of perfusion connect stronger by steel wire with the first support column, the second support column, increase integral strength, frame structure is set to be flexible coupling with ground by shock isolating pedestal, the energy offset of earthquake 80% or so can be fallen, greatly improve shock resistance.
Description
The present invention relates to building structure technology fields, more particularly to a kind of frame structure of antidetonation.
Background technique
In populous today's society, building becomes the things being seen everywhere in life, some geographical locations more
Sensitive place, building antidetonation become main research object, are generally preferably realized by frame structure in the prior art
Antidetonation purpose, frame structure, which refers to, to be connected by beam and column with reinforcing bar, constitutes the structure of bearing system, but this frame
The house wall not load-bearing of structure is only played and is gone along with sb. to guard him and compartmentation, generally with prefabricated air entrained concrete, expanded perlite,
The light weight boards such as hollow brick, porous brick build or are assembled, but most of this frame structure does not have certain buffering
Function will bring huge injury when an earthquake occurs.
Summary of the invention
The object of the invention is that providing a kind of frame structure of antidetonation to solve the above-mentioned problems, the present invention has
Firm in structure, the advantages that antidetonation buffering effect is high.
The present invention through the following technical solutions to achieve the above objectives:
A kind of frame structure of antidetonation, including pedestal, the pedestal lower end be equipped with shock isolating pedestal, the pedestal and it is described every
Carrier setting bolt connection is shaken, the pedestal upper end is equipped with fixing bolt column, and the pedestal and the fixing bolt column weld, described solid
Bolt column upper end is determined equipped with the first support column, first support column is connect with the fixing bolt male screw, and described first
Dagger side is equipped with the second support column, and second support column is connect with the fixing bolt male screw, first support column,
The bottom of second support column is equipped with the first stiffening plate, first stiffening plate and the pedestal, first support column, institute
The welding of the second support column is stated, first support column is equipped with first crossbeam close to first stiffening plate side, and described first is horizontal
Beam and first support column weld, and second support column is equipped with second cross beam close to the first crossbeam, and described second is horizontal
Beam and second support column weld, and flange, the first crossbeam and institute are equipped between the first crossbeam and the second cross beam
It states second cross beam and passes through the flanged joint；
The shock isolating pedestal include upper junction plate, lower connecting plate, upper sealing plate, lower sealing plate, protection rubber layer, built-in steel plate,
Built-in rubber, screw rod, the upper junction plate are connect with the bolt of lower base；
The screw jacket be equipped with several and each built-in one-to-one thread bush of steel plate, the thread bush with it is corresponding
Built-in Interal fixation is connected, and is threadedly coupled between the thread bush and screw rod, an avoid holes, institute are offered on the upper junction plate
The upper end for stating screw rod is plugged in avoid holes, has gap between the upper end of the screw rod and the top wall surface of avoid holes；
The upper surface of the built-in steel plate is evenly distributed with several damping blocks, and the damping block is placed in corresponding built-in rubber
It is interior.
Traditional vibration-proof structure still, for actual conditions, since longitudinal load-bearing is larger, is needed by the way of longitudinal buffer
Larger intensity, more or high requirement material are wanted, certain buffer function can be played, and longitudinal buffer is single, is held
Easily buffer locations is made to fail.
In the present solution, also passing through thread bush and screw rod by the built-in rubber that longitudinal buffer is arranged on shock isolating pedestal
It is threadedly coupled, when making longitudinal be subjected to displacement, thread bush is rotated relative to screw rod, keeps the built-in more than enough built-in rubber progress of steel plate horizontal
Cutting on face forms biggish shearing force, in order to improve buffering effect, and continues shearing force, in the top of built-in steel plate
Damping block is set, so that the reversed resistance of shearing force is made to be not only the adhesion strength between built-in steel plate and built-in rubber, but
Damping block is increased to the horizontal resection and extruding force of built-in rubber, the effect of vibration damping, energy-absorbing will be greatly improved, send out building
When raw greater impact, in a manner of " crushing " built-in rubber, energy is absorbed and is buffered.
Preferred: the first crossbeam and the second cross beam bottom end face are equipped with the second stiffening plate, and described second adds
Strong plate and first support column, second support column, the first crossbeam, the second cross beam weld.
So set, making first support column, second support column and the first crossbeam, described the by welding
Connection between two crossbeams is stronger.
Preferred: first support column and the second support intercolumniation are equipped with steel column, and the steel column and the pedestal weld
It connects, the front side and rear side of first support column and second support column are equipped with steel wire, the steel wire and described first
Support column, second support column welding.
So set, the steel column is used to further strengthen the pedestal, first support column, second support column
Intensity between concrete.
It is preferred: it is equipped with baffler on front side of the steel wire with rear side, it is the baffler and first support column, described
The welding of second support column.
So set, the baffler is used to prevent concrete from leaking out by the steel wire.
Preferred: the upper junction plate lower end is equipped with the protection rubber layer, and the protection rubber layer lower end is equipped with described
Lower connecting plate, the protection rubber layer are Nian Jie with the upper junction plate, the lower connecting plate.
So set, the protection rubber layer can be well protected the aging-resisting type of the shock isolating pedestal, inoxidizability.
It is preferred: the upper sealing plate is equipped in the protection rubber layer, the upper sealing plate lower end is equipped with the built-in rubber,
The upper sealing plate is Nian Jie with the built-in rubber.
So set, the upper sealing plate and the lower sealing plate prevent water, silt, dust from entering inside it.
Preferred: the built-in rubber lower end is equipped with the built-in steel plate, and the built-in rubber and the built-in steel plate are viscous
It connects.
So set, the built-in rubber and the built-in steel plate assign the deformation of support high resiliency and reset and carry function
Energy.
Preferred: the built-in rubber lower end is equipped with the lower sealing plate, and the built-in rubber is Nian Jie with the lower sealing plate, institute
It states upper sealing plate and the lower sealing plate center is equipped with the screw rod, the screw rod and the upper sealing plate, the lower sealing plate are socketed.
So set, the screw rod is used to enhance the vertical rigidity of support, shock isolating pedestal is enable effectively to support institute
State pedestal.
It is preferred: first support column, second support column, the first crossbeam, the second cross beam, the steel
Column is all made of structural alloy steel.
So set, structural alloy steel tensile strength with higher and yield tensile ratio, higher toughness and fatigue strength.
Compared with prior art, beneficial effects of the present invention are as follows:
1, by fixing bolt column, facilitate the installation of first support column and the second support column；
2, the concrete of perfusion is connect stronger by steel wire with the first support column, the second support column, is increased whole strong
Degree；
3, so that frame structure and ground is flexible coupling by shock isolating pedestal, the energy offset of earthquake 80% or so can be fallen, greatly
It is big to improve shock resistance.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, 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 hair
Bright some embodiments for those of ordinary skill in the art without any creative labor, can be with
It obtains other drawings based on these drawings.
Fig. 1 is a kind of structural schematic diagram of the frame structure of antidetonation of the present invention；
Fig. 2 is a kind of steel wire schematic diagram of the frame structure of antidetonation of the present invention；
Fig. 3 is a kind of schematic internal view of the frame structure of antidetonation of the present invention；
Fig. 4 is a kind of fixing bolt column schematic diagram of the frame structure of antidetonation of the present invention；
Fig. 5 is a kind of flange schematic diagram of the frame structure of antidetonation of the present invention；
Fig. 6 is a kind of shock isolating pedestal schematic internal view of the frame structure of antidetonation of the present invention.
The reference numerals are as follows:
1, pedestal；2, the first support column；3, first crossbeam；4, flange；5, second cross beam；6, the second support column；7, it obstructs
Plate；8, shock isolating pedestal；9, steel wire；10, the second stiffening plate；11, the first stiffening plate；12, steel column；13, upper junction plate；14, interior
Set steel plate；15, built-in rubber；16, rubber layer is protected；17, lower connecting plate；18, upper sealing plate；19, lower sealing plate；20, screw rod；21,
Fixing bolt column；22, thread bush；23, avoid holes；24, damping block.
Specific embodiment
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second " etc. are used for description purposes only, it is not understood to indicate or imply phase
To importance or implicitly indicate the quantity of indicated technical characteristic.The feature for defining " first ", " second " etc. as a result, can
To explicitly or implicitly include one or more of the features.In the description of the present invention, unless otherwise indicated, " multiple "
It is meant that two or more.
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 by concrete condition
Concrete meaning in the present invention.
The present invention will be further explained below with reference to the attached drawings:
Embodiment 1
As shown in figs 1 to 6, a kind of frame structure of antidetonation, including pedestal 1,1 lower end of pedestal are equipped with shock isolating pedestal 8, use
Seismic energy is offset, pedestal 1 is bolted with shock isolating pedestal 8, and pedestal 1 upper end is equipped with fixing bolt column 21, for fixing the
One support column 2 and the second support column 6, pedestal 1 and fixing bolt column 21 weld, and 21 upper end of fixing bolt column is equipped with the first support column
2, the first support column 2 is threadedly coupled with fixing bolt column 21, and 2 side of the first support column is equipped with the second support column 6, the second support column
6 are threadedly coupled with fixing bolt column 21, the first support column 2, the second support column 6 bottom be equipped with the first stiffening plate 11, be used into
One step reinforce the first support column 2, the first stiffening plate of connection 11 and pedestal 1 of the second support column 6 and pedestal 1, the first support column 2,
The welding of second support column 6, the first support column 2 are equipped with first crossbeam 3, first crossbeam 3 and first close to 11 side of the first stiffening plate
Support column 2 welds, and the second support column 6 is equipped with second cross beam 5 close to first crossbeam 3, and second cross beam 5 and the second support column 6 weld,
Flange 4 is equipped between first crossbeam 3 and second cross beam 5, for connecting first crossbeam 3 and second cross beam 5, first crossbeam 3 and second
Crossbeam 5 is connected by flange 4.
Be arranged with several and the one-to-one thread bush 22 of each built-in steel plate 14 outside screw rod 20, thread bush 22 with it is corresponding
Built-in steel plate 14 is fixedly linked, and is threadedly coupled between thread bush 22 and screw rod 20, and an avoid holes 23 are offered on upper junction plate 13,
The upper end of screw rod 20 is plugged in avoid holes 23, has gap between the upper end of screw rod 20 and the top wall surface of avoid holes 23；
The upper surface of built-in steel plate 14 is evenly distributed with several damping blocks 24, and damping block 24 is placed in corresponding built-in rubber 15
It is interior.
Traditional vibration-proof structure still, for actual conditions, since longitudinal load-bearing is larger, is needed by the way of longitudinal buffer
Larger intensity, more or high requirement material are wanted, certain buffer function can be played, and longitudinal buffer is single, is held
Easily buffer locations is made to fail.
In the present solution, also passing through thread bush 22 and spiral shell by the built-in rubber 15 that longitudinal buffer is arranged on shock isolating pedestal
The threaded connection of bar 20, when making longitudinal be subjected to displacement, thread bush 22 is rotated relative to screw rod 20, keeps built-in steel plate 14 more than enough built-in
Rubber 15 carries out the cutting on horizontal plane, forms biggish shearing force, in order to improve buffering effect, and continues shearing force,
Damping block 24 is arranged in the top of built-in steel plate 14, so that the reversed resistance of shearing force be made to be not only built-in steel plate 14 and built-in rubber
Adhesion strength between glue 15, but damping block 24 is increased to the horizontal resection and extruding force of built-in rubber 15, it will greatly improve
The effect of vibration damping, energy-absorbing when making building that greater impact occur, in a manner of " crushing " built-in rubber 15, carries out energy
It absorbs and buffers.
Embodiment 2
The present embodiment the difference from embodiment 1 is that:
First crossbeam 3 and 5 bottom end face of second cross beam are equipped with the second stiffening plate 10, the second stiffening plate 10 and the first support
Column 2, the second support column 6, first crossbeam 3, second cross beam 5 weld, and make the first support column 2, the second support column 6 and the by welding
Connection between one crossbeam 3, second cross beam 5 is stronger.
Working principle: shock isolating pedestal 8 and pedestal 1 are fixed, and the first support column 2, the second support column 6 are consolidated with pedestal 1
Fixed, to concrete perfusion between the first support column 2 and the second support column 6, baffler 7 stops concrete to leak out, steel wire 9 and steel column
First crossbeam 3 and second cross beam 5 are passed through flange 4 by the intensity between 12 enhancing concrete and the first support column 2, the second support column 6
It is fixed with the first support column 2, the second support column 6 after connection, with higher intensity, utilize the built-in steel plate of horizontal distribution
14 improve the vertical rigidity of shock isolating pedestal 8, make it the weight of effectively support plinth 1, wherein Nian Jie with built-in steel plate 14
Good built-in rubber 15 assigns the deformation of 8 high resiliency of shock isolating pedestal and the function of resetting and carry, and utilizes 20 reciprocal transformation of screw rod
Energy is consumed to provide damping, the energy offset of earthquake 80% or so can be fallen.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention
Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements
It all fall within the protetion scope of the claimed invention.
Claims (9)
1. a kind of frame structure of antidetonation, it is characterised in that: including pedestal, the pedestal lower end is equipped with shock isolating pedestal, the bottom
Seat is bolted with the shock isolating pedestal, and the pedestal upper end is equipped with fixing bolt column, the pedestal and the fixing bolt column
Welding, fixing bolt column upper end are equipped with the first support column, and first support column is connect with the fixing bolt male screw,
First support column side is equipped with the second support column, and second support column is connect with the fixing bolt male screw, described
First support column, second support column bottom be equipped with the first stiffening plate, first stiffening plate and the pedestal, described the
One support column, second support column welding, first support column are equipped with first crossbeam close to first stiffening plate side,
The first crossbeam and first support column weld, and second support column is equipped with second cross beam close to the first crossbeam,
The second cross beam and second support column weld, and are equipped with flange between the first crossbeam and the second cross beam, and described the
One crossbeam and the second cross beam pass through the flanged joint；
The shock isolating pedestal includes upper junction plate, lower connecting plate, upper sealing plate, lower sealing plate, protection rubber layer, built-in steel plate, built-in
Rubber, screw rod, the upper junction plate are connect with the bolt of lower base；
The screw jacket be equipped with several and each built-in one-to-one thread bush of steel plate, the thread bush with it is corresponding built-in
Interal fixation is connected, and is threadedly coupled between the thread bush and screw rod, an avoid holes, the spiral shell are offered on the upper junction plate
The upper end of bar is plugged in avoid holes, has gap between the upper end of the screw rod and the top wall surface of avoid holes；
The upper surface of the built-in steel plate is evenly distributed with several damping blocks, and the damping block is placed in corresponding built-in rubber.
2. a kind of frame structure of antidetonation according to claim 1, it is characterised in that: the first crossbeam and described second
Crossbeam bottom end face is equipped with the second stiffening plate, second stiffening plate and first support column, second support column, institute
State first crossbeam, second cross beam welding.
3. a kind of frame structure of antidetonation according to claim 2, it is characterised in that: first support column and described the
Two support intercolumniations are equipped with steel column, the steel column and the tube chamber welds with base, before first support column and second support column
Side and rear side are equipped with steel wire, and the steel wire and first support column, second support column weld.
4. a kind of frame structure of antidetonation according to claim 3, it is characterised in that: set on front side of the steel wire with rear side
There is baffler, the baffler and first support column, second support column weld.
5. a kind of frame structure of antidetonation according to claim 4, it is characterised in that: the upper junction plate lower end is equipped with institute
State protection rubber layer, the protection rubber layer lower end is equipped with the lower connecting plate, the protection rubber layer and the upper junction plate,
The lower connecting plate bonding.
6. a kind of frame structure of antidetonation according to claim 5, it is characterised in that: be equipped with institute in the protection rubber layer
Upper sealing plate is stated, the upper sealing plate lower end is equipped with the built-in rubber, and the upper sealing plate is Nian Jie with the built-in rubber.
7. a kind of frame structure of antidetonation according to claim 6, it is characterised in that: the built-in rubber lower end is equipped with institute
Built-in steel plate is stated, the built-in rubber is Nian Jie with the built-in steel plate.
8. a kind of frame structure of antidetonation according to claim 7, it is characterised in that: the built-in rubber lower end is equipped with institute
Lower sealing plate is stated, the built-in rubber is Nian Jie with the lower sealing plate, and the upper sealing plate and the lower sealing plate center are equipped with the screw rod,
The avoid holes are provided on upper sealing plate；The lower end of the screw rod is connected with lower sealing plate.
9. a kind of frame structure of antidetonation according to claim 8, it is characterised in that: first support column, described
Two support columns, the first crossbeam, the second cross beam, the steel column are all made of structural alloy steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810931814.5A CN108930334A (en) | 2018-08-16 | 2018-08-16 | A kind of frame structure of antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810931814.5A CN108930334A (en) | 2018-08-16 | 2018-08-16 | A kind of frame structure of antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108930334A true CN108930334A (en) | 2018-12-04 |
Family
ID=64445548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810931814.5A Pending CN108930334A (en) | 2018-08-16 | 2018-08-16 | A kind of frame structure of antidetonation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108930334A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905364A (en) * | 2019-10-25 | 2020-03-24 | 浙江大学山东工业技术研究院 | Air bag door |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4713917A (en) * | 1984-05-11 | 1987-12-22 | Dfc New Zealand Limited | Frictional energy absorbing device and/or methods of absorbing energy |
| US20060137264A1 (en) * | 2004-12-07 | 2006-06-29 | Bridgestone Corporation | Seismic isolation apparatus |
| CN104179271A (en) * | 2014-09-01 | 2014-12-03 | 华中科技大学 | Tin core laminated rubber bearing seat for base isolation |
| CN204385897U (en) * | 2014-12-31 | 2015-06-10 | 汕头市建安实业（集团）有限公司 | Shock insulation Connection Block |
| CN205557823U (en) * | 2016-01-13 | 2016-09-07 | 沈阳建筑大学 | Connection structure of whole bathroom steel frame and steel column |
| CN106285152A (en) * | 2016-10-18 | 2017-01-04 | 广州大学 | A kind of novel three-dimensional shock isolating pedestal |
| US20170138043A1 (en) * | 2004-05-18 | 2017-05-18 | Simpson Strong-Tie Company, Inc. | Moment frame links wall |
| CN107859197A (en) * | 2017-11-17 | 2018-03-30 | 魏超 | A kind of building aseismicity, vibration absorber |
| CN208668606U (en) * | 2018-08-16 | 2019-03-29 | 湖北科技学院 | A kind of frame structure of antidetonation |
-
2018
- 2018-08-16 CN CN201810931814.5A patent/CN108930334A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4713917A (en) * | 1984-05-11 | 1987-12-22 | Dfc New Zealand Limited | Frictional energy absorbing device and/or methods of absorbing energy |
| US20170138043A1 (en) * | 2004-05-18 | 2017-05-18 | Simpson Strong-Tie Company, Inc. | Moment frame links wall |
| US20060137264A1 (en) * | 2004-12-07 | 2006-06-29 | Bridgestone Corporation | Seismic isolation apparatus |
| CN104179271A (en) * | 2014-09-01 | 2014-12-03 | 华中科技大学 | Tin core laminated rubber bearing seat for base isolation |
| CN204385897U (en) * | 2014-12-31 | 2015-06-10 | 汕头市建安实业（集团）有限公司 | Shock insulation Connection Block |
| CN205557823U (en) * | 2016-01-13 | 2016-09-07 | 沈阳建筑大学 | Connection structure of whole bathroom steel frame and steel column |
| CN106285152A (en) * | 2016-10-18 | 2017-01-04 | 广州大学 | A kind of novel three-dimensional shock isolating pedestal |
| CN107859197A (en) * | 2017-11-17 | 2018-03-30 | 魏超 | A kind of building aseismicity, vibration absorber |
| CN208668606U (en) * | 2018-08-16 | 2019-03-29 | 湖北科技学院 | A kind of frame structure of antidetonation |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905364A (en) * | 2019-10-25 | 2020-03-24 | 浙江大学山东工业技术研究院 | Air bag door |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7076926B2 (en) | Damping intermediate pillar and damping structure using the same | |
| CN106401021A (en) | Assembly type concrete slotting shear wall | |
| CN105696719B (en) | A kind of flexion-proof energy consumption supporting structure constrained using GFRP angle steel | |
| CN109811888B (en) | Connecting node of raw bamboo cross beam and upright post | |
| CN208668606U (en) | A kind of frame structure of antidetonation | |
| CN108930334A (en) | A kind of frame structure of antidetonation | |
| CN105178509A (en) | Damage controllable and seismic damage repairable steel column | |
| CN110259205A (en) | A kind of comprehensive antidetonation toughness mill construction system using every cushion technique | |
| CN212956923U (en) | Assembled steel construction building strutting arrangement | |
| CN213014779U (en) | Metal and composite material laminated damper | |
| JP2000352218A (en) | Earthquake resistant structure of wooden building | |
| CN219569242U (en) | Assembled self-resetting shock-absorbing wall structure | |
| CN111472264A (en) | Combined anti-explosion protection device for bridge pier | |
| CN113833339B (en) | Earthquake-resistant structure of historic building and construction method thereof | |
| CN112031197B (en) | Novel damping energy dissipater device | |
| CN209762429U (en) | Anti-seismic support and hanger with triangular stable structure | |
| CN112411783B (en) | Efficient damping buckling-restrained brace and construction method thereof | |
| KR20080057517A (en) | Slab earthquake resistant construction | |
| CN211288997U (en) | Drainage pipe shock absorption support for house outer wall | |
| CN211447999U (en) | Building steel structure that shock resistance is good | |
| CN106592840A (en) | Precast damping floor | |
| CN208309832U (en) | A kind of connection structure of Novel steel pipe concrete pole and girder steel | |
| CN107269089B (en) | A kind of novel armpit support metal energy-consuming device of bean column node | |
| JP6931567B2 (en) | Truss beam expansion structure | |
| CN210342841U (en) | Assembled building shock-absorbing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181204 |
|
| RJ01 | Rejection of invention patent application after publication |