CN106337503A - Prefabricated composite shock insulation component for assembly type building - Google Patents
Prefabricated composite shock insulation component for assembly type building Download PDFInfo
- Publication number
- CN106337503A CN106337503A CN201610886940.4A CN201610886940A CN106337503A CN 106337503 A CN106337503 A CN 106337503A CN 201610886940 A CN201610886940 A CN 201610886940A CN 106337503 A CN106337503 A CN 106337503A
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- component
- shock insulation
- prefabricated composite
- insulation component
- composite shock
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Links
- 230000035939 shock Effects 0.000 title claims abstract description 55
- 238000009413 insulation Methods 0.000 title claims abstract description 37
- 239000002131 composite material Substances 0.000 title claims abstract description 31
- 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 description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 13
- 230000008878 coupling Effects 0.000 claims description 9
- 238000010168 coupling process Methods 0.000 claims description 9
- 238000005859 coupling reaction Methods 0.000 claims description 9
- 229920001971 elastomer Polymers 0.000 claims description 8
- 244000043261 Hevea brasiliensis Species 0.000 claims description 4
- 229920003052 natural elastomer Polymers 0.000 claims description 4
- 229920001194 natural rubber Polymers 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 230000009970 fire resistant effect Effects 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims 1
- 238000002955 isolation Methods 0.000 abstract description 12
- 230000002265 prevention Effects 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract 3
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 229910000754 Wrought iron Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
-
- 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
- E04H9/025—Structures with concrete columns
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of building shock absorption and isolation, in particular to a prefabricated composite shock isolation component for an assembly type building. The prefabricated composite shock insulation component for the assembly type building comprises a component main body, a connecting component arranged on the component main body, and a pre-embedded component and a reinforcing bar which are arranged in the component main body; the prefabricated composite shock insulation component is integrally formed by pouring concrete; the connecting assembly is connected with the building element; the pre-buried subassembly is connected with the shock insulation support. According to the invention, the embedded assembly, the reinforcing bars and the connecting assembly are integrally formed by concrete pouring, so that the precision requirements of the reinforcing bars and the embedded assembly are ensured, standardized manufacturing can be realized, the mounting efficiency, the mounting quality and the mounting precision of the shock insulation support are improved, and the shock insulation performance of a building is improved. The pre-buried subassembly design is nimble, can also be connected with tensile device, anti-wind device and/or firebreak device, makes the isolation bearing possess fire prevention, tensile, anti-wind function.
Description
Technical field
Patent of the present invention is related to architectural vibration-insulation technical field and in particular to a kind of prefabricated composite shock insulation structure of assembled architecture
Part.
Background technology
Assembled architecture refers to the building with prefabricated component in assemble in site.Assembled architecture has industrialization water
Put down height, be easy to winter construction, reduce job site wet trade amount, reduce material consumption, reduce dust from construction sites and building waste etc.
Advantage, it is advantageously implemented improves construction quality, improves productivity ratio, reduces cost, realizes the mesh of energy-saving and emission-reduction and environmental protection
's.In many countries and regions, such as Europe, Singapore, and the U.S., Japan, New Zealand etc. are in highlight lines to assembled architecture
The country of earthquake territory is obtained for and is widely applied.In China, in recent years, due to the raising of energy-saving and emission-reduction requirement, and work
Power price the factor such as jump up, the application of precast concrete starts to break away from low ebb, assumes the trend of rapid rising.
Seismic isolation technology is developed so far existing more than 30 year history from the eighties, and early stage application is important with bridge or large hospital etc.
Based on works.Experience California, USA north ridge earthquake in 1994, nineteen ninety-five Japan's Osaka-Kobe earthquake, TaiWan, China 921 ground in 1999
After shake test, the excellent anti seismic efficiency of shock isolation system obtains widely certainly, the market demand of isolation structure also thus increase sharply.Every
Shake technology application, from communal facilitys such as conventional school, hospitals, expands office block and house to.
Isolation structure utilizes the earthquake isolating equipment extending structure vibration period, increases damping ratio, to reduce geological process to structure
Impact.Common earthquake isolating equipment has natural rubber bearing, high-damp rubber support, lead core rubber support, is mainly used in bridge
Beam and building.Seismic Isolation of Isolation Layer in isolation structure system is crucial floor, and its construction quality is relatively stringent with the requirement of precision.Work
Cheng Zhong, earthquake isolating equipment bottom surface flatness requirement is 1/500, and horizontal level precision is ± 5mm, and this precision is for armored concrete
Quite strict, cast-in-place construction is extremely difficult to precision controlling requirement, typically need to carry out secondary trimming, but efficiency of construction is not high.
Content of the invention
The present invention is directed to the deficiencies in the prior art, provides a kind of assembled architecture of dependable performance prefabricated composite shock insulation structure
Part, be easily installed be connected on the basis of, strengthen its anti-seismic performance and improve efficiency of construction.
A kind of assembled architecture, with prefabricated composite shock insulation component, including member body, is arranged on connection group in member body
Fastener inserts in part and member body and arrangement of reinforcement；Described prefabricated composite shock insulation component is integrally formed by concreting；Institute
State coupling assembly to be connected with building element；Described fastener inserts are connected with shock isolating pedestal.
Described fastener inserts are also associated with tensile device, wind-proof device and/or firebreak device.
Described member body is that post component or beam column integrally combine component；Described member body is cross, t type or a word
Type；Described post component is square, circular or bracket shape.
Described fastener inserts are monoblock type fastener inserts or non-integral type fastener inserts.
Described monoblock type fastener inserts include detachable and fixed, described detachable inclusion pre-embedded steel slab, pre-buried
Sleeve and anchor pole, wherein pre-embedded steel slab and embedded sleeve barrel using screw thread or inlay connected mode；Described fixed inclusion pre-buried steel
Plate and bolt, the two is using being welded to connect；Described pre-embedded steel slab is generally circular in shape, square or rectangle, and pre-embedded steel slab is provided with
The through hole being connected with all kinds of components or screwed hole.
Described non-integral type built-in fitting, including embedded sleeve barrel and anchor pole.
Described coupling assembly includes the beam-to-column joint component plate being arranged on beam column component ends；Described arrangement of reinforcement includes beam column
Arrangement of reinforcement in connecting elements dowel and beam column.
Described shock isolating pedestal be natural rubber bearing, lead core rubber support, high-damp rubber support, elastic sliding plate support,
Mode tensile supporting seat or wind-resistant support.
The stigma that described prefabricated composite shock insulation component is connected with shock isolating pedestal is provided with firebreak device, described firebreak device
Interposition be equipped with expansion joint, described expansion joint with fire resistant flexible material fill.
Described prefabricated composite shock insulation component and described tensile device connecting portion edge are provided with end wall bracket or bracket.
The present invention solves defect present in background technology, has the advantages that
1st, prefabricated components, according to different use demands and type of support diversification of forms, meet different use requirements.
2nd, prefabricated components are integrally formed, and standardization making, it is ensured that arrangement of reinforcement and the required precision of fastener inserts, improves shock insulation and props up
The installation effectiveness of seat, installation quality and installation accuracy, improve the isolation property of building.
3rd, the diversification of forms of fastener inserts, specification is adjusted flexibly as needed, can connect various types of every
Shake bearing.
4th, the use requirement according to shock isolating pedestal can install firebreak device, tensile device, wind-proof device etc., makes shock isolating pedestal
Possess fire prevention, tension, windproof function.
5th, the centre position setting expansion joint of firebreak device, it is to avoid firebreak device destroys in earthquake, fire prevention bag protects and pre-
Component processed links into an integrated entity, and globality is strong.
Brief description
Fig. 1 is the structural representation of the embodiment of the present invention 1；
Fig. 2 is the structural representation of the embodiment of the present invention 2；
Fig. 3 is the structural representation of the embodiment of the present invention 3；
Fig. 4 is the structural representation of the embodiment of the present invention 4；
Fig. 5 is the structural representation of the embodiment of the present invention 5；
In figure: 11- beam-to-column joint component plate, 12- beam-to-column joint component dowel, arrangement of reinforcement in 2- beam column, 3- fastener inserts,
31- anchor pole, 32- embedded sleeve barrel, 33- pre-embedded steel slab, 34- bolt, 4- firebreak device, 41- PLASTIC LAMINATED, 42- expansion joint, 43- is swollen
Swollen bolt, 5- shock isolating pedestal, 6- mixed mud, 7- wind-proof device, 71- wind resistance connecting plate, 72- rod iron, 73- wind resistance connecting hole, 8-
Tensile device, 81- stopping means, 82- tension guide rail.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation description is it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of not making creative work
Embodiment, broadly falls into the scope of protection of the invention.
Embodiment 1 as shown in Figure 1, this assembled architecture includes member body with prefabricated composite shock insulation component, is arranged on
Fastener inserts in coupling assembly and member body in member body and arrangement of reinforcement；Prefabricated composite shock insulation component passes through concreting
It is integrally formed；Coupling assembly is connected with building element；Fastener inserts are connected with tensile device 8, wind-proof device 7 and/or fire prevention dress
Put 4.Member body is yi word pattern, and it includes post connecting elements 1, fastener inserts 3.Coupling assembly includes being arranged on post component ends
Beam-to-column joint component plate 11；Arrangement of reinforcement includes arrangement of reinforcement 2 in beam-to-column joint component dowel 12 and beam column.Fastener inserts 3 are overall
Formula fastener inserts, are connected with the connecting plate of shock isolating pedestal 5 with anchor pole 31 by pre-embedded steel slab 33, embedded sleeve barrel 32, prefabricated up and down
Component stigma is provided with firebreak device 4, and firebreak device 4 includes PLASTIC LAMINATED 41 and is arranged on middle part and is provided with expansion joint 42, passes through
Expansion bolt 43 is fixedly connected with prefabricated components.Shock isolating pedestal 5 can be natural rubber bearing, lead core rubber support, high-damping rubber
Glue bearing or elastic sliding plate support.Prefabricated composite shock insulation component is poured by concrete 6 and is integrally formed.
Embodiment 2 as shown in Figure 2, a kind of assembled architecture is with prefabricated composite shock insulation component, different from embodiment 1
It is that fastener inserts 3 include embedded sleeve barrel 32 and anchor pole 31 for non-integral type fastener inserts.
Embodiment 3 as shown in Figure 3, a kind of assembled architecture is with prefabricated composite shock insulation component, different from embodiment 1
It is that this prefabricated composite shock insulation component is connected with shock isolating pedestal, wind-proof device 7.Wind-proof device 7 passes through anti-on wind resistance connecting plate 71
Wind connecting hole 73, rod iron 72 carry out bolt connection with fastener inserts.
Embodiment 4 as shown in Figure 4, a kind of assembled architecture is with prefabricated composite shock insulation component, different from embodiment 1
It is that prefabricated composite shock insulation component is connected with shock isolating pedestal, tensile device 8.Tensile device 8 includes stopping means 81 and tension guide rail
82.Drawing device 8 passes through pre-embedded steel slab 33, embedded sleeve barrel 32 is connected with member body with anchor pole 31.Drawing device 8 is prefabricated with upper and lower
Steel plate connecting portion edge is provided with end wall bracket or bracket.
Embodiment 5 as shown in Figure 5, a kind of assembled architecture is with prefabricated composite shock insulation component, different from embodiment 1
It is that member body is t type, member body version integrally combines component for beam column.
The process of the present invention is: the present invention passes through for member body, fastener inserts, arrangement of reinforcement and coupling assembly to pass through coagulation
Soil pours and is integrally formed the required precision it is ensured that arrangement of reinforcement and fastener inserts, improve the installation effectiveness of shock isolating pedestal, installation quality and
Installation accuracy, improves the isolation property of building.Fastener inserts are connected with shock isolating pedestal.Fastener inserts can also be connected with tension dress
Put 8, wind-proof device 7 and/or firebreak device 4, make shock isolating pedestal possess fire prevention, tension, windproof function.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention
Within god and principle, any modification, equivalent substitution and improvement made etc., should be included within the scope of the present invention.
Claims (10)
1. a kind of assembled architecture, with prefabricated composite shock insulation component it is characterised in that including member body, is arranged on member body
Fastener inserts in upper coupling assembly and member body and arrangement of reinforcement；Described prefabricated composite shock insulation component is by concreting one
Molding；Described coupling assembly is connected with building element；Described fastener inserts are connected with shock isolating pedestal (5).
2. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described fastener inserts
It is also associated with tensile device (8), wind-proof device (7) and/or firebreak device (4).
3. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described member body
Integrally combine component for post component or beam column；Described member body is cross, t type or yi word pattern；Described post component be square,
Circle or bracket shape.
4. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described fastener inserts
For monoblock type fastener inserts or non-integral type fastener inserts.
5. assembled architecture according to claim 4 with prefabricated composite shock insulation component it is characterised in that: described monoblock type is pre-
Embedded component includes detachable and fixed, described detachable inclusion pre-embedded steel slab (33), embedded sleeve barrel (32) and anchor pole
(31), described pre-embedded steel slab (33) and embedded sleeve barrel (32) using screw thread or inlay connected mode；Described fixed inclusion is pre-buried
Steel plate (33) and bolt (34), the two is using being welded to connect；Described pre-embedded steel slab (33) is generally circular in shape, square or rectangle,
Pre-embedded steel slab (33) is provided with the through hole being connected with all kinds of components or screwed hole.
6. assembled architecture according to claim 4 with prefabricated composite shock insulation component it is characterised in that: described non-integral type
Built-in fitting includes embedded sleeve barrel (32) and anchor pole (31).
7. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described coupling assembly
Including beam-to-column joint component plate (11) being arranged on post component ends；Described arrangement of reinforcement include beam-to-column joint component dowel (12) and
Arrangement of reinforcement (2) in beam column.
8. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described shock isolating pedestal
For natural rubber bearing, lead core rubber support, high-damp rubber support, elastic sliding plate support, mode tensile supporting seat or wind-resistant support.
9. assembled architecture according to claim 1 with prefabricated composite shock insulation component it is characterised in that: described is prefabricated multiple
The stigma that conjunction shock insulation component is connected with shock isolating pedestal is provided with firebreak device, and the interposition of described firebreak device is equipped with expansion joint
(42), described expansion joint (42) uses fire resistant flexible material to fill.
10. assembled architecture according to claim 2 with prefabricated composite shock insulation component it is characterised in that: described prefabricated multiple
Close shock insulation component and be provided with end wall bracket or bracket with described tensile device connecting portion edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610886940.4A CN106337503A (en) | 2016-10-11 | 2016-10-11 | Prefabricated composite shock insulation component for assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610886940.4A CN106337503A (en) | 2016-10-11 | 2016-10-11 | Prefabricated composite shock insulation component for assembly type building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106337503A true CN106337503A (en) | 2017-01-18 |
Family
ID=57839205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610886940.4A Pending CN106337503A (en) | 2016-10-11 | 2016-10-11 | Prefabricated composite shock insulation component for assembly type building |
Country Status (1)
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| CN (1) | CN106337503A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605062A (en) * | 2017-09-14 | 2018-01-19 | 云南震安减震科技股份有限公司 | A kind of movable flameproof protection device for architectural vibration-insulation rubber supporting seat |
| CN108468378A (en) * | 2018-04-13 | 2018-08-31 | 武汉科技大学 | A kind of prefabricated assembled node of concrete structure |
| CN109252727A (en) * | 2018-09-28 | 2019-01-22 | 西北民族大学 | The integrated assembly node of Seismic Isolation of Isolation Layer rubber support and column, beam slab system and method |
| CN109372148A (en) * | 2018-12-19 | 2019-02-22 | 苏州海德新材料科技股份有限公司 | Architectural vibration-insulation support flameproof protection device |
| CN110388116A (en) * | 2019-07-31 | 2019-10-29 | 西部建筑抗震勘察设计研究院有限公司 | A kind of preparation engineering method of prefabricated assembled shock isolating pedestal |
| CN110700434A (en) * | 2019-10-16 | 2020-01-17 | 合肥工业大学 | Energy dissipation and shock absorption node, shock absorption column and installation method |
| CN110700435A (en) * | 2019-10-16 | 2020-01-17 | 合肥工业大学 | Assembled energy dissipation and shock absorption device and assembling method thereof |
| CN111305044A (en) * | 2020-03-31 | 2020-06-19 | 河南翔瑞路桥工程有限公司 | Bridge damping device and using method thereof |
| CN112049250A (en) * | 2020-09-12 | 2020-12-08 | 北京市第三建筑工程有限公司 | Method for processing steel bars of beam column joint for mounting embedded part of vibration isolator |
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