CN110080420A - A kind of construction method of assembling-type metal damping wall - Google Patents
A kind of construction method of assembling-type metal damping wall Download PDFInfo
- Publication number
- CN110080420A CN110080420A CN201910290805.7A CN201910290805A CN110080420A CN 110080420 A CN110080420 A CN 110080420A CN 201910290805 A CN201910290805 A CN 201910290805A CN 110080420 A CN110080420 A CN 110080420A
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- China
- Prior art keywords
- metal damping
- assembling
- damping unit
- construction
- area
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- 239000002184 metals Substances 0.000 title claims abstract description 117
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000005265 energy consumption Methods 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 3
- 239000000463 materials Substances 0.000 claims description 3
- 238000006073 displacement reactions Methods 0.000 abstract description 2
- 238000010586 diagrams Methods 0.000 description 3
- 238000000034 methods Methods 0.000 description 2
- 238000010521 absorption reactions Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
- 239000011257 shell materials Substances 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
- E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The present invention proposes a kind of construction method of assembling-type metal damping wall, it is characterized by: forming assembling-type metal by connection horizontal and vertical between m × n block metal damping unit and the connection of metal damping unit and structural beams damps wall, wherein m >=2, n >=2.The technical solution can solve the technical problem that metal damping wall assembly efficiency is low in the prior art and surrender energy consumption is very insufficient.The program can also better solve metal damping sheet in the prior art and be difficult to realize maximum displacement response when reducing building shake simultaneously and keep biggish post-yield stiffness, while be easier repacking, replacement and standardized production.
Description
Technical field
The present invention relates to a kind of construction methods of assembling-type metal damping wall, more particularly to one for energy-dissipating and shock-absorbing
The construction method of kind assembling-type metal damping wall.
Background technique
Architectural energy consumption cushion technique has years of researches and practices history, but as architectural engineering is maked rapid progress, to consumption
The demand of energy shock-dampening method and product also constantly refreshes, and building industrialization is in the high speed development stage, by energy-dissipating and shock-absorbing technology
Involvement wherein has various advantages and basic condition, but engineer application case is still few at present, promotes and applies still insufficient.
Energy-consumption shock-absorption device have it is very strong can prefabricated property and very big modular applications space, can be with building industrialization development side
To being identical, therefore, how increasing the energy-dissipating and shock-absorbing ability of such device, how being more advantageous to building industrialization is pendulum in work
The big key technical problem of the two of journey circle and those skilled in the art's urgent problem to be solved.
Summary of the invention
In order to solve to solve, metal damping wall assembly efficiency is low in the prior art and surrender energy consumption is very insufficient
Technical problem, the present invention propose that the present invention proposes a kind of construction method of assembling-type metal damping wall, it is characterised in that: pass through
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembled between m × n block metal damping unit
Metal damps wall, wherein m >=2, n >=2.
Preferably, metal damping unit includes energy consumption area, Support and bonding pad, has one group of long hole in each energy consumption area,
The Support of intersection will consume energy, and area is to be spaced apart, and bonding pad is all or part of edge of metal damping unit, metal damping
Unit can be connect by bonding pad with other metal damping units and/or Vierendeel girder.
Preferably, one group of long hole in each energy consumption area of metal damping unit is parallel to each other, and damps list with metal
Perhaps vertical or angle is (0 °, 90 °) to the sides aligned parallel of member.
Preferably, metal damping unit is arranged between the plastic hinge at structural beams both ends.
Preferably, the hole that bolt can pass through is set on the bonding pad of metal damping unit, passes through angle steel and pre-buried high-strength spiral shell
Bolt is connect with structural beams by connecting plate.
Preferably, the hole that can pass through of bolt is set on the bonding pad of metal damping unit, by angle steel and high-strength bolt with
And connecting plate is connect with the bonding pad of other metal damping units.
Preferably, the bonding pad of metal damping unit passes through the connection of front and back two fixed plates and other metal damping units
Area's connection.
Preferably, the adjacent supports area of metal damping unit intersects vertically and being spaced apart area of consuming energy as x × y block,
Middle x >=2, y >=2.
Preferably, Support intersects vertically and being spaced apart for the area that will consume energy is 2 × 2 pieces.
Preferably, metal damping unit uses mild steel material, and arc transition is used between adjacent bonding pad.
Preferably, metal damping unit is not connect with frame column.
Preferably, the width of the Support of metal damping unit is greater than the interval in energy consumption head of district hole, and each Support
It is of same size.
Preferably, metal damping unit length is equal with width.
Preferably, the metal damping unit that each group long hole between the different energy consumption areas of metal damping unit is parallel to each other
(such as Fig. 9).
Each energy consumption area of metal damping unit is supported area's closing, or is supported area and bonding pad closing.This field
Technical staff is readily apparent that, by taking Support will consume energy being spaced apart as 3 × 3 pieces of area as an example, one piece of most intermediate energy consumption area is just only
It is only supported area's closing, other energy consumption areas are supported area and bonding pad closing；It will be consumed energy being spaced apart as 2 × 2 of area with Support
For block, only exists energy consumption area and be supported the closed situation in area and bonding pad.It needs to be emphasized that when metal damping unit
Edge when not being bonding pad, necessarily Support (such as Fig. 2), its purpose is to guarantee that metal damping unit respectively connects to rigidity
Closely.
It should be noted that energy consumption area, Support and the bonding pad of metal damping unit are named according to its major function,
Be in order to guarantee technical solution understand, it is complete and have on plane geometry clear boundary.In fact, also there is support in energy consumption area
Effect, as long as Support surrender will consume energy, and rigidity is maximum after installation for bonding pad, is that metal damping unit guarantees rigid
It spends, essential element of playing a supporting role.
The present invention compares the prior art and has the advantage that
The technical solution can solve in the prior art metal damping wall assembly efficiency it is low and surrender energy consumption it is very insufficient
The technical issues of.The program, which can also better solve metal damping sheet in the prior art and be difficult to realize simultaneously, reduces building shake
When maximum displacement response and keep biggish post-yield stiffness, while being easier repacking, replacement and standardized production.
Assembling-type metal damping wall of the invention has above-mentioned advantage, it is only necessary to guarantee occur it in building plastic hinge
Preceding surrender energy consumption can prevent in this way or delay the appearance of building plastic hinge, and occur in building plastic hinge
It consumes energy jointly with plastic hinge afterwards, guarantees that the main vertical supporting component of building obtains multiple protective, and vertical branch can be reduced
Sectional dimension of members is supportted, building usable floor area is increased and reduces building cost, shake can be repaired, be shaken greatly not in realization to a greater extent
?.
Detailed description of the invention
Fig. 1 is the damping wall schematic diagram of nine metal damping units composition；
Fig. 2 is the metal damping unit front view of three sides connection；
Fig. 3 is the metal damping unit front view of four sides connection；
Fig. 4 is Bolted angle connection front view between metal damping unit；
Fig. 5 is to connect angle steel between metal damping unit to connect side view；
Fig. 6 is that fixed plate connects front view between metal damping unit；
Fig. 7 is fixed plate connection side view between metal damping unit；
Fig. 8 is that metal damping unit with structural beams connect sectional view；
Fig. 9 is the metal damping unit schematic diagram that each group long hole between different energy consumption areas is parallel to each other；
Figure 10 is damping unit schematic diagram in the prior art.
The components in the drawings are labeled as follows: 1. metal damping units；2. area of consuming energy；3. Support；4. bonding pad；5.
Long hole；6. the hole that bolt can pass through；7. connecting plate；8. high-strength bolt；9. angle steel；10. fixed plate；11. Vierendeel girder；12.
Frame column；13. pre-buried high-strength bolt.
Specific embodiment
The following examples are intended to explain technical solution of the present invention by specific operating condition, become apparent to the present invention, is complete
Whole description, and be not considered as limiting the invention.
Embodiment 1, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).Metal damping unit is arranged between the plastic hinge at structural beams both ends.
Embodiment 2, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).Metal damping unit includes energy consumption area, Support and bonding pad, has one group in each energy consumption area
Long hole, the Support of intersection will consume energy, and area is to be spaced apart, and bonding pad is all or part of edge of metal damping unit, metal
Damping unit can be connect by bonding pad with other metal damping units and/or Vierendeel girder.(such as Fig. 2,3).
Embodiment 3, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).Metal damping unit uses mild steel material, and circular arc mistake is used between adjacent bonding pad
It crosses.(such as Fig. 2,3).
Embodiment 4, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).The hole that can pass through of bolt is set on the bonding pad of metal damping unit, can by angle steel and
Pre-buried high-strength bolt connect (such as Fig. 1,8) by connecting plate with structural beams.
Embodiment 5, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).The hole that can pass through of bolt is set on the bonding pad of metal damping unit, can by angle steel and
High-strength bolt and connecting plate connect (such as Fig. 4,5) with the bonding pad of other metal damping units.
Embodiment 6, a kind of construction method of assembling-type metal damping wall, it is characterised in that: hindered by m × n block metal
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall between Buddhist nun's unit,
Wherein m >=2, n >=2(such as Fig. 1).The bonding pad of metal damping unit passes through front and back two fixed plates and other metal damping units
Bonding pad connect (such as Fig. 6,7).
In addition, the metal damping unit in the present invention is not limited to above-mentioned operating condition, it further include metal damping in the prior art
Unit (such as Figure 10).
Claims (10)
1. a kind of construction method of assembling-type metal damping wall, it is characterised in that: by between m × n block metal damping unit
Horizontal and vertical connection and the connection of metal damping unit and structural beams form assembling-type metal damping wall, wherein m >=2, n
≥2。
2. a kind of construction method of assembling-type metal damping wall according to claim 1, it is characterised in that: metal damping
Unit includes energy consumption area, Support and bonding pad, there is one group of long hole in each energy consumption area, and the Support of intersection will consume energy between area
Separate, bonding pad be metal damping unit all or part of edge, metal damping unit can by bonding pad with it is other
Metal damping unit and/or Vierendeel girder connection.
3. a kind of construction method of assembling-type metal damping wall according to claim 2, each of metal damping unit
One group of long hole in energy consumption area is parallel to each other, and perhaps vertical with the sides aligned parallel of metal damping unit or angle is
(0 °, 90 °).
4. a kind of construction method of assembling-type metal damping wall according to claim 1, metal damping unit are arranged in
Between the plastic hinge at structural beams both ends.
5. a kind of construction method of assembling-type metal damping wall according to claim 1, the connection of metal damping unit
The hole that bolt can pass through is set in area, can be connected by angle steel and pre-buried high-strength bolt and the connecting plate of structural beams.
6. a kind of construction method of assembling-type metal damping wall according to claim 1, the connection of metal damping unit
The hole that bolt can pass through is set in area, the company of angle steel and high-strength bolt and connecting plate and other metal damping units can be passed through
Connect area's connection.
7. a kind of construction method of assembling-type metal damping wall according to claim 1, the connection of metal damping unit
Area is connect by front and back two fixed plates with the bonding pad of other metal damping units.
8. a kind of construction method of assembling-type metal damping wall according to claim 1, metal damping unit it is adjacent
Support intersects vertically and being spaced apart area of consuming energy as x × y block, wherein x >=2, y >=2.
9. a kind of construction method of assembling-type metal damping wall according to claim 1, the support of metal damping unit
The width in area is greater than the interval in energy consumption head of district hole, and each Support is of same size.
10. a kind of construction method of assembling-type metal damping wall, metal damping unit described in -9 use according to claim 1
Mild steel material, and arc transition is used between adjacent bonding pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910290805.7A CN110080420A (en) | 2019-04-11 | 2019-04-11 | A kind of construction method of assembling-type metal damping wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910290805.7A CN110080420A (en) | 2019-04-11 | 2019-04-11 | A kind of construction method of assembling-type metal damping wall |
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| CN110080420A true CN110080420A (en) | 2019-08-02 |
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ID=67414897
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| CN201910290805.7A Pending CN110080420A (en) | 2019-04-11 | 2019-04-11 | A kind of construction method of assembling-type metal damping wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020207448A1 (en) * | 2019-04-11 | 2020-10-15 | 横琴共轭科技有限公司 | Assembled metallic damping wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251602A (en) * | 2011-05-30 | 2011-11-23 | 上海建科结构新技术工程有限公司 | Anti-seismic damper of shearing type opening soft steel building structure |
| CN104947822A (en) * | 2014-03-30 | 2015-09-30 | 美建建筑系统(中国)有限公司 | Anti-buckling energy consumption support |
| CN204983239U (en) * | 2015-06-16 | 2016-01-20 | 广州大学 | Assembling type combination steel plate shear wall |
| CN105297941A (en) * | 2015-11-25 | 2016-02-03 | 广州大学 | Adjustable perforated steel plate damping wall |
| CN206503264U (en) * | 2017-02-13 | 2017-09-19 | 上海史狄尔建筑减震科技有限公司 | Full assembling steel plate damping wall |
| CN208056324U (en) * | 2017-09-30 | 2018-11-06 | 广州大学 | A kind of compound energy-dissipation beam column node of assembled |
| CN109868897A (en) * | 2019-03-14 | 2019-06-11 | 青岛理工大学 | Need to lay the assembled RC frame structure of anti-buckling support based on storey stiffness |
-
2019
- 2019-04-11 CN CN201910290805.7A patent/CN110080420A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251602A (en) * | 2011-05-30 | 2011-11-23 | 上海建科结构新技术工程有限公司 | Anti-seismic damper of shearing type opening soft steel building structure |
| CN104947822A (en) * | 2014-03-30 | 2015-09-30 | 美建建筑系统(中国)有限公司 | Anti-buckling energy consumption support |
| CN204983239U (en) * | 2015-06-16 | 2016-01-20 | 广州大学 | Assembling type combination steel plate shear wall |
| CN105297941A (en) * | 2015-11-25 | 2016-02-03 | 广州大学 | Adjustable perforated steel plate damping wall |
| CN206503264U (en) * | 2017-02-13 | 2017-09-19 | 上海史狄尔建筑减震科技有限公司 | Full assembling steel plate damping wall |
| CN208056324U (en) * | 2017-09-30 | 2018-11-06 | 广州大学 | A kind of compound energy-dissipation beam column node of assembled |
| CN109868897A (en) * | 2019-03-14 | 2019-06-11 | 青岛理工大学 | Need to lay the assembled RC frame structure of anti-buckling support based on storey stiffness |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020207448A1 (en) * | 2019-04-11 | 2020-10-15 | 横琴共轭科技有限公司 | Assembled metallic damping wall |
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