CN107859197B - A kind of building aseismicity, vibration absorber - Google Patents
A kind of building aseismicity, vibration absorber Download PDFInfo
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- CN107859197B CN107859197B CN201711142878.9A CN201711142878A CN107859197B CN 107859197 B CN107859197 B CN 107859197B CN 201711142878 A CN201711142878 A CN 201711142878A CN 107859197 B CN107859197 B CN 107859197B
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- fixedly installed
- buried substrate
- vibration absorber
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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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The present invention provides a kind of building aseismicity, vibration absorber, including underground damper mechanism and ground damper mechanism, the underground damper mechanism includes upper pre-buried substrate pre-buried substrate under, under pre-buried substrate width be greater than upper pre-buried substrate width, and upper pre-buried substrate and under pre-buried substrate edge between be fixedly installed with the first buffer arm being obliquely installed, under be fixedly installed with equally distributed support column between pre-buried substrate and upper pre-buried substrate, and the middle part of each support column is fixedly installed with vibration absorber, support column is provided with the fixing seat being fixedly connected with upper pre-buried substrate between any two, it is related to building field.The building aseismicity, vibration absorber, by being respectively arranged with underground damper mechanism and ground damper mechanism, during use, the earth can be passed to by the impact that building is adequately subject to by underground damper mechanism, so as to which energy is conducted, so as to weaken the shaking that building occurs, building is made to be not easy the phenomenon that collapsing.
Description
Technical field
The present invention relates to technical field of buildings, specially a kind of building aseismicity, vibration absorber.
Background technique
Building structure refers in building (including structures), by construction material be made into for bear various loads or
Effect, to play the space-load system of skeleton function, building structure can be divided into concrete knot because construction material used is different
Structure, masonry structure, steel construction, light section steel structure, timber structure and composite structure etc., building structure generally refer to the load-bearing of its building
Two parts of structure and building enclosure, house determine its knot according to the number of plies, cost and construction of its building etc. before construction
Structure type, its durability of the house of various structures, shock resistance, safety and space service performance are different, and mainly have reinforcing bar
Concrete frame structure, shear wall structure, frame-shear-wall structure, frame-tube structure and tube structure, frame-tube structure
It is applied to super-high building structure with tube structure, monolithic reinforced concrete structure frame structure is generally by beam, plate and column institute group
At its main feature is that frame structure flexible arrangement, has the biggish interior space, use is more convenient, and the floor of frame structure is big
Mostly use cast-in-situ reinforced concrete slab.
With the improvement of people ' s living standards with the development of science and technology, people increasingly infuse during architecture construction
It anticipates to the importance of safety, natural disaster people as earthquake can not be prevented, but can subtract in other way
It lightly shakes and people's bring is lost.
A kind of building aseismicity, the vibration damping holder proposed according to China Patent No., where it is proposed the height with national economy
Speed development, rail traffic is convenient with its, advantage quick, punctual, energy saving and that traffic above-ground congestion is effectively relieved, rapidly becomes city
The Hot spots for development of city's transport development, but noise and vibration pollution also can generate certain negative effect to building along the line, on its edge
The building of line also must be considered that noise and vibration bring environmental pollution while meeting the corresponding earthquake resistant code of country and designing,
Low compared with other building vibration damping schemes using application cost, antidetonation, vibration damping and noise reduction three are combined into one, and simplify technique, both
The problem of saving construction cost, also save material cost, and can solve building secondary structure noise.
Although people during architecture construction, gradually appreciate shockproof importance, high level are built
The shockproof effect built is simultaneously bad.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides a kind of building aseismicity, vibration absorber, skyscraper is solved
Shockproof effect problem of poor.
(2) technical solution
In order to achieve the above object, the present invention is achieved by the following technical programs: a kind of building aseismicity, vibration absorber,
Including underground damper mechanism and ground damper mechanism, which includes upper pre-buried substrate pre-buried substrate under, described
Under the width of pre-buried substrate be greater than the width of upper pre-buried substrate, and upper pre-buried substrate and under pre-buried substrate edge between fixed pacify
Equipped with the first buffer arm being obliquely installed, equally distributed branch is fixedly installed between pre-buried substrate and upper pre-buried substrate under described
Dagger, and the middle part of each support column is fixedly installed with vibration absorber, the support column be provided between any two with it is upper pre-
The fixing seat that substrate is fixedly connected is buried, the two sides of fixing seat lower surface are fixedly installed with the second buffering being obliquely installed
Arm.
The ground damper mechanism includes support rod, and the upper surface of the upper pre-buried substrate offers corresponding with support rod
Dashpot, the bottom of the support rod extend to the inside of dashpot and are fixedly installed with cushion, the top of the support rod
It is provided with attachment base, buffer bar is provided between the support rod and attachment base, the attachment base is provided with cross between any two
Beam, the inside of the attachment base offer equally distributed link slot, and the both ends of the crossbeam extend respectively to the company of its two sides
In joint chair, the crossbeam, which is located on the inner wall of one end inside attachment base and link slot, is fixedly installed with link block, the company
Equally distributed first spring is fixedly installed between access slot and crossbeam, the buffer bar is identical as the mounting means of crossbeam, institute
It states support rod and is fixedly installed with wall between any two.
Preferably, the connection slot number that should be opened up positioned at the attachment base in corner is two, and the attachment base positioned at edge opens up
Connection slot number be three, being located in the middle connection slot number that attachment base opens up is four.
Preferably, the inside of the support rod is fixedly installed with cross skeleton, between the edge of the cross skeleton
It is fixedly installed with the connecting rod being obliquely installed.
Preferably, the inside of the support rod is filled with aggregate.
Preferably, first buffer arm respectively includes dsah-pot and fixed link, and one end of the dsah-pot is fixedly mounted
There is sealing flange, one end of the fixed link runs through sealing flange and extends to the inside of dsah-pot, the fixed link position
One end inside dsah-pot is fixedly installed with limited block, and the dsah-pot is internally provided with second spring, and described second is slow
It is identical as the structure inside the first buffer arm to rush arm.
Preferably, the vibration absorber includes upper vibration damper plate and lower vibration damper plate, between the upper vibration damper plate and lower vibration damper plate
It is fixedly installed with rubber support, the anchoring rod iron for circularizing array distribution is provided on the outside of the rubber support.
Preferably, pre-buried substrate includes plate of going to a grassroots level under described, and the upper surface fixation of the plate of going to a grassroots level is bonded with sandstone
The upper surface fixation of pitch mixed layer, the sandstone pitch mixed layer is bonded with the first spring steel plate, first spring steel plate
Upper surface be bonded with basal plate.
Preferably, the wall includes two securing plates, and is fixedly installed with equally distributed subtract between two securing plates
Shake pad, and the outside of two securing plates is fixed and is bonded with the second spring steel plate, the outside of second spring steel plate is fixed viscous
Have an act plate.
(3) beneficial effect
The present invention provides a kind of building aseismicities, vibration absorber.Have it is following the utility model has the advantages that
1, the building aseismicity, vibration absorber are being used by being respectively arranged with underground damper mechanism and ground damper mechanism
During, the earth can be passed to, by the impact that building is adequately subject to by underground damper mechanism so as to will
Amount conducts, and by being attached between structure on the ground by attachment base, can not only make adjacent crossbeam it
Between install more stable, and the collision between crossbeam can be weakened, so as to weaken the shaking that building occurs, make to build
It is not easy the phenomenon that collapsing.
2, the building aseismicity, vibration absorber, by being internally provided with cross skeleton and connecting rod in support rod, then
In the inside casting concrete of support rod, when in use, it can effectively enhance the strength and stability of support rod, thus
Support rod can be made to be less likely to occur to be broken, and then be able to maintain the stabilization of building, be conducive to the life and wealth of protecting people
Produce safety.
Detailed description of the invention
Fig. 1 is front view of the present invention；
Fig. 2 is support rod sectional view of the present invention；
Fig. 3 is pre-buried substrate sectional view under the present invention；
Fig. 4 is vibration absorber side view of the present invention；
Fig. 5 is attachment base sectional view of the present invention；
Fig. 6 is the first buffer arm sectional view of the invention；
Fig. 7 is wall sectional view of the present invention.
In figure: pre-buried substrate under 1, on 101 under basal plate, 102 first spring steel plates, 103 sandstone pitch mixed layers, 104
Basal plate, 2 support columns, 3 second buffer arms, 4 fixing seats, 5 vibration absorbers, vibration damper plate, 502 lower vibration damper plates, 503 rubber on 501
Support, 504 anchoring rod irons, 6 dashpots, 7 first buffer arms, pre-buried substrate, 9 support rods, 10 attachment bases, 11 crossbeams, 12 walls on 8
Body, 121 acts of plates, 122 second spring steel plates, 123 securing plates, 124 resilient cushions, 13 buffer bars, 14 cross skeletons, 15 connections
Bar, 16 first springs, 17 link slots, 18 link blocks.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in figs. 1-7, the embodiment of the present invention provides a kind of building aseismicity, vibration absorber, including underground damper mechanism and
Ground damper mechanism, the underground damper mechanism include upper pre-buried substrate 8 and under pre-buried substrate 1, under pre-buried substrate 1 include going to a grassroots level
The upper surface fixation of plate 104, plate 104 of going to a grassroots level is bonded with sandstone pitch mixed layer 103, the upper table of sandstone pitch mixed layer 103
Face fixation is bonded with the first spring steel plate 102, the damping property of building not only can be enhanced, but also the stabilization of building can be enhanced
Property and intensity, the upper surface of the first spring steel plate 102 be bonded with basal plate 101, under pre-buried substrate 1 width be greater than it is upper pre-buried
The width of substrate 8 expands the area of building with ground face contact, so as to so that the vibration that building is subject to preferably passes to ground
Face can dissipate energy, so as to weaken the impact that building is subject to, be conducive to the stabilization for keeping building, and upper pre-
Bury substrate 8 and under pre-buried substrate 1 edge between be fixedly installed with the first buffer arm 7 being obliquely installed, the first buffer arm 7 difference
Including dsah-pot 705 and fixed link 701, one end of dsah-pot 705 is fixedly installed with sealing flange 702, and the one of fixed link 701
End runs through sealing flange 702 and extends to the inside of dsah-pot 705, and it is solid that fixed link 701 is located at one end inside dsah-pot 705
It Dingan County during use, can by being respectively arranged with underground damper mechanism and ground damper mechanism equipped with limited block 703
The earth is passed to the impact for being adequately subject to building by underground damper mechanism, so as to which energy is conducted,
Dsah-pot 705 is internally provided with second spring 704, and the second buffer arm 3 is identical as the structure inside the first buffer arm 7, lower pre-
It buries and is fixedly installed with equally distributed support column 2 between substrate 1 and upper pre-buried substrate 8, and the middle part of each support column 2 is fixed
Vibration absorber 5 is installed, vibration absorber 5 includes upper vibration damper plate 501 and lower vibration damper plate 502, is filled by setting buffer arm and vibration damping
It sets 5 to be used cooperatively, can buffer the collision between structure when shaking, so as to weaken building
The damage that inside is subject to, and can be brought to avoid building framework there is a situation where being broken so as to weaken earthquake
Loss, rubber support 503 is fixedly installed between upper vibration damper plate 501 and lower vibration damper plate 502, the outside of rubber support 503 is set
It is equipped with the anchoring rod iron 504 for circularizing array distribution, support column 2 is provided between any two to be fixedly connected with upper pre-buried substrate 8
Fixing seat 4, the two sides of 4 lower surface of fixing seat are fixedly installed with the second buffer arm 3 being obliquely installed.
The ground damper mechanism includes support rod 9, and the inside of support rod 9 is fixedly installed with cross skeleton 14, cross
The connecting rod 15 being obliquely installed is fixedly installed between the edge of skeleton 14, the inside of support rod 9 is filled with aggregate, leads to
It crosses and is internally provided with cross skeleton 14 and connecting rod 15 in support rod 9, then in the inside casting concrete of support rod 9,
When in use, the strength and stability of support rod 9 can be enhanced, effectively so as to so that support rod 9 is less likely to occur
Fracture, the upper surface of upper pre-buried substrate 8 offer dashpot 6 corresponding with support rod 9, and the bottom of support rod 9 extends to slow
The inside of jet-bedding 6 and be fixedly installed with cushion, the top of support rod 9 is provided with attachment base 10, support rod 9 and attachment base 10 it
Between be provided with buffer bar 13, the pressure that the support rod 9 of base is subject to can be weakened, so as to avoid the support rod 9 of base from sending out
The case where raw fracture, it being conducive to extend the service life of base's support rod 9, attachment base 10 is provided with crossbeam 11 between any two,
The inside of attachment base 10 offers equally distributed link slot 17,17 quantity of link slot that should be opened up positioned at the attachment base 10 in corner
It is two, 17 quantity of link slot that the attachment base 10 positioned at edge opens up is three, is located in the middle the company that attachment base 10 opens up
17 quantity of access slot is four, different according to the location of attachment base 10, and the quantity of the required link slot 17 opened up can not yet
Together, and by way of opening up link slot 17 it will be attached between crossbeam 11, can make to connect between structure more steady
It is fixed, and the pressure of junction can be mitigated, so as to which so that is connected between crossbeam 11 is even closer, the both ends of crossbeam 11 are divided
It does not extend in the attachment base 10 of its two sides, crossbeam 11 is located at solid on the inner wall of one end inside attachment base 10 and link slot 17
Dingan County is equipped with link block 18, equally distributed first spring 16 is fixedly installed between link slot 17 and crossbeam 11, by ground
On structure between be attached by attachment base 10, can not only make to install between adjacent crossbeam 11 it is more stable, and
And the collision between crossbeam 11 can be weakened, so as to weaken the shaking that building occurs, building is made to be not easy to occur collapsing
Collision energy between crossbeam 11 and attachment base 10 can be absorbed and be dissipated, be delayed by the way that the first spring 16 is arranged by phenomenon
Jumper bar 13 is identical as the mounting means of crossbeam 11, and support rod 9 is fixedly installed with wall 12 between any two, and wall 12 includes two
Securing plate 123, and equally distributed resilient cushion 124 is fixedly installed between two securing plates 123, and two securing plates 123
Outside is fixed to be bonded with the second spring steel plate 122, and the outside fixation of the second spring steel plate 122 is bonded with act plate 121.
In conclusion the building aseismicity, vibration absorber, by being respectively arranged with underground damper mechanism and ground vibration damping machine
Structure can pass to the earth during use by the impact that building is adequately subject to by underground damper mechanism, thus
Energy can be conducted, and by being attached between structure on the ground by attachment base 10, can not only make phase
It installs more stable between adjacent crossbeam 11, and the collision between crossbeam 11 can be weakened, so as to weaken building hair
Raw shaking makes building be not easy the phenomenon that collapsing.
Also, the building aseismicity, vibration absorber, by being internally provided with cross skeleton 14 and connection in support rod 9
Bar 15, then in the inside casting concrete of support rod 9, when in use, can effectively enhance support rod 9 intensity and
Stability so as to so that support rod 9 is less likely to occur to be broken, and then is able to maintain the stabilization of building, is conducive to protect people
Safety of life and property.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, by the sentence " element limited including one, it is not excluded that including
There is also other identical elements in the process, method, article or equipment of the element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of building aseismicity, vibration absorber, including underground damper mechanism and ground damper mechanism, it is characterised in that: the underground
Damper mechanism include upper pre-buried substrate (8) and under pre-buried substrate (1), under described the width of pre-buried substrate (1) be greater than upper pre-buried base
The width of plate (8), and upper pre-buried substrate (8) and under pre-buried substrate (1) edge between be fixedly installed with first be obliquely installed
Buffer arm (7) is fixedly installed with equally distributed support column (2) between pre-buried substrate (1) and upper pre-buried substrate (8) under described,
And the middle part of each support column (2) is fixedly installed with vibration absorber (5), the support column (2) be provided between any two with
The fixing seat (4) that upper pre-buried substrate (8) is fixedly connected, the two sides of fixing seat (4) lower surface are fixedly installed with inclination and set
The second buffer arm (3) set；
The ground damper mechanism includes support rod (9), and the upper surface of the upper pre-buried substrate (8) offers and support rod (9) phase
Corresponding dashpot (6), the bottom of the support rod (9) extend to the inside of dashpot (6) and are fixedly installed with cushion, institute
It states and is provided at the top of support rod (9) attachment base (10), be provided with buffer bar between the support rod (9) and attachment base (10)
(13), the attachment base (10) is provided with crossbeam (11) between any two, and the inside of the attachment base (10), which offers, uniformly to be divided
The link slot (17) of cloth, the both ends of the crossbeam (11) extend respectively in the attachment base (10) of its two sides, the crossbeam (11)
Link block (18), the link slot are fixedly installed on the inner wall of the internal one end of attachment base (10) and link slot (17)
(17) it is fixedly installed with equally distributed first spring (16) between crossbeam (11), the buffer bar (13) and crossbeam (11)
Mounting means is identical, and the support rod (9) is fixedly installed with wall (12) between any two.
2. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: should be positioned at the attachment base in corner
(10) link slot (17) quantity opened up is two, and link slot (17) quantity that the attachment base (10) positioned at edge opens up is three
A, being located in the middle link slot (17) quantity that attachment base (10) opens up is four.
3. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: the inside of the support rod (9)
It is fixedly installed with cross skeleton (14), is fixedly installed with the connection being obliquely installed between the edge of the cross skeleton (14)
Bar (15).
4. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: the inside of the support rod (9)
Filled with aggregate.
5. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: first buffer arm (7) point
Not Bao Kuo dsah-pot (705) and fixed link (701), one end of the dsah-pot (705) is fixedly installed with sealing flange
(702), one end of the fixed link (701) runs through sealing flange (702) and extends to the inside of dsah-pot (705), described
Fixed link (701) is located at the internal one end of dsah-pot (705) and is fixedly installed with limited block (703), the dsah-pot (705) it is interior
Portion is provided with second spring (704), and second buffer arm (3) is identical as the internal structure of the first buffer arm (7).
6. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: the vibration absorber (5) includes
Upper vibration damper plate (501) and lower vibration damper plate (502) are fixedly installed with rubber between the upper vibration damper plate (501) and lower vibration damper plate (502)
Glue support (503) is provided with the anchoring rod iron (504) for circularizing array distribution on the outside of the rubber support (503).
7. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: pre-buried substrate (1) packet under described
It includes plate of going to a grassroots level (104), the upper surface fixation of the plate of going to a grassroots level (104) is bonded with sandstone pitch mixed layer (103), the sand
The upper surface fixation of asphaltite mixed layer (103) is bonded with the first spring steel plate (102), first spring steel plate (102)
Upper surface is bonded with basal plate (101).
8. a kind of building aseismicity according to claim 1, vibration absorber, it is characterised in that: the wall (12) includes two
A securing plate (123), and be fixedly installed with equally distributed resilient cushion (124) between two securing plates (123), and two reinforcings
The fixation of the outside of plate (123) is bonded with the second spring steel plate (122), and the outside of second spring steel plate (122) is fixed viscous
Have an act plate (121).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711142878.9A CN107859197B (en) | 2017-11-17 | 2017-11-17 | A kind of building aseismicity, vibration absorber |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711142878.9A CN107859197B (en) | 2017-11-17 | 2017-11-17 | A kind of building aseismicity, vibration absorber |
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| CN107859197A CN107859197A (en) | 2018-03-30 |
| CN107859197B true CN107859197B (en) | 2019-08-09 |
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| CN201711142878.9A Active CN107859197B (en) | 2017-11-17 | 2017-11-17 | A kind of building aseismicity, vibration absorber |
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| CN108930334A (en) * | 2018-08-16 | 2018-12-04 | 湖北科技学院 | A kind of frame structure of antidetonation |
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| CN109812050A (en) * | 2018-12-21 | 2019-05-28 | 滨州学院 | One kind being used for civil engineering beam support |
| CN109736427A (en) * | 2019-01-24 | 2019-05-10 | 浙江立恒建设有限公司 | A kind of Antiseismic house builds structure |
| CN110005111A (en) * | 2019-04-17 | 2019-07-12 | 上海建工七建集团有限公司 | A kind of roofing cooling tower vibration and noise reducing pedestal and its construction method |
| CN110117993A (en) * | 2019-06-14 | 2019-08-13 | 西安建筑科技大学 | A kind of assembled architecture support with function of seismic resistance |
| CN111764519B (en) * | 2020-07-15 | 2021-08-20 | 广东珠江工程总承包有限公司 | Building embedded part with shock absorption and sound absorption functions |
| CN111907643B (en) * | 2020-08-17 | 2022-04-19 | 国网江西省电力有限公司经济技术研究院 | Floating type offshore transformer substation supporting device based on live-action three-dimensional model |
| CN113898225B (en) * | 2021-11-08 | 2022-07-26 | 无锡工业建筑设计研究院有限公司 | Three-dimensional anti-seismic steel structure factory building |
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| JPH04237779A (en) * | 1991-01-22 | 1992-08-26 | Shimizu Corp | Damping construction for building |
| CN2248204Y (en) * | 1995-11-16 | 1997-02-26 | 李岭群 | Vibration isolation device between building foundation and building body |
| CN101775853B (en) * | 2009-01-14 | 2011-03-23 | 陈国梁 | Sliding anti-seismic method and structure for seismic damage-free multi-story building |
| CN204475522U (en) * | 2015-02-12 | 2015-07-15 | 山东美达建工集团股份有限公司 | A kind of antidetonation combination steel structure |
| CN105822122A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Anti-seismic support for underground building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04237779A (en) * | 1991-01-22 | 1992-08-26 | Shimizu Corp | Damping construction for building |
| CN2248204Y (en) * | 1995-11-16 | 1997-02-26 | 李岭群 | Vibration isolation device between building foundation and building body |
| CN101775853B (en) * | 2009-01-14 | 2011-03-23 | 陈国梁 | Sliding anti-seismic method and structure for seismic damage-free multi-story building |
| CN204475522U (en) * | 2015-02-12 | 2015-07-15 | 山东美达建工集团股份有限公司 | A kind of antidetonation combination steel structure |
| CN105822122A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Anti-seismic support for underground building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107859197A (en) | 2018-03-30 |
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