CN108978934A - A kind of energy consumption wall suitable for assembling type steel structure - Google Patents
A kind of energy consumption wall suitable for assembling type steel structure Download PDFInfo
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- CN108978934A CN108978934A CN201811176028.5A CN201811176028A CN108978934A CN 108978934 A CN108978934 A CN 108978934A CN 201811176028 A CN201811176028 A CN 201811176028A CN 108978934 A CN108978934 A CN 108978934A
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- reinforced concrete
- prefabricated reinforced
- concrete wall
- energy consumption
- assembling type
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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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- Engineering & Computer Science (AREA)
- 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)
Abstract
A kind of energy consumption wall suitable for assembling type steel structure.It includes prefabricated reinforced concrete wall, support, split bolt, screw rod, spiral and viscid material layer；Energy consumption wall provided by the invention suitable for assembling type steel structure can be subjected to displacement in geological process squeezes viscid material layer, the energy that earthquake applies is absorbed by the deformation of viscid material layer, therefore prefabricated reinforced concrete wall can be effectively prevent excessive because deforming due to it is caused to fall off, to improve the ability that prefabricated reinforced concrete wall resists failure by shear, and then the whole anti-seismic performance for improving assembling type steel structure building, reduce the cost for building secondary maintenance, really realize the antidetonation basic norm of " no damage in small earthquake; middle shake can repair, no collapsing with strong earthquake ".It builds in the assembling type steel structure house for being particularly suitable for earthquake-prone region domain.In addition, this energy consumption wall construction is simple, and it is easy for construction, it is easily changed.
Description
Technical field
The invention belongs to building construction vibration control technology fields, specifically design a kind of consumption suitable for assembling type steel structure
It can wall.
Background technique
Now, China is just actively pushing forward novel Urbanization Construction, and many areas face removal and rebuild, and shanty town house changes
It makes, therefore huge for the demand of building materials.The problems such as there are dosages for traditional construction material greatly, energy consumption is high, pollution is more serious,
It is not able to satisfy the needs in market.Center propose actively greatly develops assembling type steel structure building, improve construction standard and
The decision of quality, assembling type steel structure have vast potential for future development.
The anti-seismic performance of steel construction is superior, there is good ductility under geological process, and the energy that earthquake is applied can be absorbed
Amount.It in contrast is rigid connection between the wall and beam column of traditional precast reinforced concrete structure, due to wall itself
Anti-seismic performance is lower, failure by shear easily occurs under the action of earthquake, in practice it has proved that assembling type steel structure house after the earthquake
Girder steel skeleton not by too big destruction, and often destroyed with the reinforced concrete wall of beam-to-column joint.Therefore
Further increase the anti-seismic performance of assembling type steel structure, it is necessary to from improve reinforced concrete wall it is anti-shearing destroy into
Hand.
Summary of the invention
To solve the above-mentioned problems, the purpose of the present invention is to provide a kind of energy consumption walls suitable for assembling type steel structure.
In order to achieve the above object, the energy consumption wall provided by the invention suitable for assembling type steel structure is arranged in upper and lower I-shaped
In space between section steel beam and adjacent steel column, including prefabricated reinforced concrete wall, support, split bolt, screw rod, screw-thread steel
Muscle and viscid material layer；Wherein the upper and lower side of prefabricated reinforced concrete wall is equipped with the boss that longitudinal cross-section is in convex shape, left
Right two sides position is embedded with the exposed spiral of more root separation structures from top to bottom, and the outer end of spiral is welded on steel column
Side on；Support is made of outside plate, middle part rubber layer and the inside channel steel being fixed together from outside to inside, inside channel steel
Slot opening outwardly, and spacing distance is welded with more outwardly extending screw rods on the outer surface of outside plate；Pre-manufactured steel
The upper and lower side of reinforced concrete wall is respectively equipped with the opposite support of slot opening, and two boss are respectively embedded in a support
Slot opening in, and between support and prefabricated reinforced concrete wall pass through run through inside channel steel side wall and pre-manufactured steel
The split bolt of reinforced concrete wall convex platform is connected；After more screw rods pass through the reserving hole on i shaped steel beam flange plate
It is tightened using nut；Viscid material layer is consolidated by the viscid material being filled between prefabricated reinforced concrete wall and steel column in gap
It is formed after change.
On the support outside plate and inside channel steel with a thickness of 5mm, width and length with precast reinforced coagulation
Cob wall body is identical, and the depth of inside channel steel is 10 centimetres.
The thickness of the viscid material layer is more than or equal to 3 centimetres, highly with the distance between upper and lower i-shape steel beam phase
Together, it is made of epoxy resin and metal powder filler.
The spiral is 10 centimetres in the intracorporal length of embedment of prefabricated reinforced concrete wall.
It is glutinous that energy consumption wall provided by the invention suitable for assembling type steel structure can be subjected to displacement extruding in geological process
Stagnant material layer absorbs the energy that earthquake applies by the deformation of viscid material layer, therefore can effectively prevent precast reinforced coagulation
Cob wall body causes it to fall off because deformation is excessive, so that the ability that prefabricated reinforced concrete wall resists failure by shear is improved, into
And the whole anti-seismic performance for improving assembling type steel structure building, the cost for building secondary maintenance is reduced, really realizes that " small shake is not
Bad, middle shake can repair, no collapsing with strong earthquake " antidetonation basic norm.It is particularly suitable for the assembling type steel structure house in earthquake-prone region domain
It builds.In addition, this energy consumption wall construction is simple, and it is easy for construction, it is easily changed.
Detailed description of the invention
Fig. 1 is the energy consumption wall construction perspective view provided by the invention suitable for assembling type steel structure；
Fig. 2 is prefabricated reinforced concrete wall top view；
Fig. 3 is the energy consumption wall vertical structure cross-sectional view provided by the invention suitable for assembling type steel structure；
Fig. 4 is the attachment structure schematic diagram between prefabricated reinforced concrete wall and i-shape steel beam；
Fig. 5 is viscid material layer structures perspective view；
Fig. 6 is attachment structure schematic diagram between prefabricated reinforced concrete wall and beam column.
Specific embodiment
The present invention and embodiment are described further below in conjunction with attached drawing.
As shown in Fig. 1-Fig. 6, the energy consumption wall setting provided by the invention suitable for assembling type steel structure is I-shaped up and down
In space between girder steel 7 and adjacent steel column 8, including prefabricated reinforced concrete wall 2, support 3, split bolt 4, screw rod 1, spiral shell
Line reinforcing bar 5 and viscid material layer 6；Wherein the upper and lower side of prefabricated reinforced concrete wall 2 is equipped with longitudinal cross-section in convex shape
Boss, left and right sides position are embedded with the exposed spiral 5 of more root separation structures, and the outer end of spiral 5 from top to bottom
It is welded on the side of steel column 8；Support 3 is by the outside plate, middle part rubber layer and the inside channel steel that are fixed together from outside to inside
It constitutes, outwardly, and spacing distance is welded with more and extends outwardly the slot opening of inside channel steel on the outer surface of outside plate
Screw rod 1；The upper and lower side of prefabricated reinforced concrete wall 2 is respectively equipped with the opposite support of slot opening 3, two boss point
It is not embedded in the slot opening of a support 3, and by running through inside between support 3 and prefabricated reinforced concrete wall 2
The split bolt 4 of 2 convex platform of side wall and prefabricated reinforced concrete wall of channel steel is connected；More screw rods 1 pass through I-shaped
It is tightened after reserving hole on 7 flange plate of girder steel using nut；Viscid material layer 6 is by being filled in prefabricated reinforced concrete wall
It is formed after viscid material solidification between 2 and steel column 8 in gap.
On the support 3 outside plate and inside channel steel with a thickness of 5mm, width and length with precast reinforced coagulation
Cob wall body 2 is identical, and the depth of inside channel steel is 10 centimetres, the boss on prefabricated reinforced concrete wall 2 can be embedded in the inside.
The thickness of the viscid material layer 6 is more than or equal to 3 centimetres, highly the distance between with upper and lower i-shape steel beam 7
It is identical, it is made of epoxy resin and metal powder filler.
Length of embedment of the spiral 5 in prefabricated reinforced concrete wall 2 is 10 centimetres.
Now the energy consumption wall construction method provided by the invention suitable for assembling type steel structure is described below:
Two supports 3 are separately fixed at prefabricated reinforced concrete wall 2 according to above structure by construction personnel first
Then upper and lower side is placed on together in the space between upper and lower i-shape steel beam 7 and adjacent steel column 8, later will be more on support 3
Root screw rod 1 is tightened after passing through the reserving hole on 7 flange plate of i-shape steel beam using nut；Then by the outer end of spiral 5
It is welded on the side of steel column 8, later the supporting module on the outside of the adjacent of prefabricated reinforced concrete wall 2 and steel column 8, in mould
The viscid material of filling in plate, it is to be ensured that viscid material is uniformly full, can preferably play passive energy dissipation effect in this way.To viscid
Viscid material layer 6 can be formed after material solidification, thus last form removal completes entire work progress.
These embodiments are merely to illustrate range of the invention patent without limiting the invention patent.In addition, it should also be understood that, skill
Art personnel can do various modifications to the invention patent according to the actual situation, and such equivalent forms also belong to the appended power of the application
Sharp claim limited range.
Claims (4)
1. a kind of energy consumption wall suitable for assembling type steel structure is arranged between upper and lower i-shape steel beam (7) and adjacent steel column (8)
Space in, it is characterised in that: the energy consumption wall includes prefabricated reinforced concrete wall (2), support (3), split bolt
(4), screw rod (1), spiral (5) and viscid material layer (6)；Wherein the upper and lower side of prefabricated reinforced concrete wall (2) is all provided with
Having longitudinal cross-section is in the boss of convex shape, and left and right sides position is embedded with the exposed spiral of more root separation structures from top to bottom
(5), and the outer end of spiral (5) is welded on the side of steel column (8)；Support (3) by what is be fixed together from outside to inside
Outside plate, middle part rubber layer and inside channel steel are constituted, the slot opening of inside channel steel outwardly, and the outer surface of outside plate
Upper spacing distance is welded with more outwardly extending screw rods (1)；The upper and lower side of prefabricated reinforced concrete wall (2) is respectively equipped with one
The opposite support of a slot opening (3), two boss are respectively embedded in the slot opening of a support (3), and support (3)
By on the side wall and prefabricated reinforced concrete wall (2) of inside channel steel between prefabricated reinforced concrete wall (2)
The split bolt (4) of boss is connected；More screw rods (1) utilize after passing through the reserving hole on i-shape steel beam (7) flange plate
Nut is tightened；Viscid material layer (6) is viscid in gap between prefabricated reinforced concrete wall (2) and steel column (8) by being filled in
It is formed after material solidification.
2. the energy consumption wall according to claim 1 suitable for assembling type steel structure, it is characterised in that: the support (3)
Upper outside plate and inside channel steel with a thickness of 5mm, width and length are identical as prefabricated reinforced concrete wall (2), inside
The depth of channel steel is 10 centimetres.
3. the energy consumption wall according to claim 1 suitable for assembling type steel structure, it is characterised in that: the viscid material
The thickness of layer (6) is more than or equal to 3 centimetres, highly identical as the distance between upper and lower i-shape steel beam (7), by epoxy resin and
Metal powder filler is constituted.
4. the energy consumption wall according to claim 1 suitable for assembling type steel structure, it is characterised in that: the spiral
(5) length of embedment in prefabricated reinforced concrete wall (2) is 10 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811176028.5A CN108978934A (en) | 2018-10-10 | 2018-10-10 | A kind of energy consumption wall suitable for assembling type steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811176028.5A CN108978934A (en) | 2018-10-10 | 2018-10-10 | A kind of energy consumption wall suitable for assembling type steel structure |
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| Publication Number | Publication Date |
|---|---|
| CN108978934A true CN108978934A (en) | 2018-12-11 |
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| CN201811176028.5A Pending CN108978934A (en) | 2018-10-10 | 2018-10-10 | A kind of energy consumption wall suitable for assembling type steel structure |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090151273A1 (en) * | 2007-12-12 | 2009-06-18 | Erich Jason Axsom | High-strength shear wall sheathing with pre-formed fastener holes |
| CN104314190A (en) * | 2014-10-27 | 2015-01-28 | 苏州金螳螂建筑装饰股份有限公司 | Base framework damping and sound insulation mounting structure of vertical face |
| CN105256896A (en) * | 2015-11-12 | 2016-01-20 | 建学建筑与工程设计所有限公司杭州分公司 | Metal connecting piece for outer wallboard and main body structure |
| CN106049956A (en) * | 2016-07-13 | 2016-10-26 | 大连理工大学 | Energy dissipation and seismic mitigation T-type damper of prefabricated structure joint |
| CN205777792U (en) * | 2016-07-13 | 2016-12-07 | 大连理工大学 | The T-shaped antivibrator of precast construction node energy-dissipating and shock-absorbing |
| CN206298992U (en) * | 2016-12-25 | 2017-07-04 | 东华理工大学 | A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure |
-
2018
- 2018-10-10 CN CN201811176028.5A patent/CN108978934A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090151273A1 (en) * | 2007-12-12 | 2009-06-18 | Erich Jason Axsom | High-strength shear wall sheathing with pre-formed fastener holes |
| CN104314190A (en) * | 2014-10-27 | 2015-01-28 | 苏州金螳螂建筑装饰股份有限公司 | Base framework damping and sound insulation mounting structure of vertical face |
| CN105256896A (en) * | 2015-11-12 | 2016-01-20 | 建学建筑与工程设计所有限公司杭州分公司 | Metal connecting piece for outer wallboard and main body structure |
| CN106049956A (en) * | 2016-07-13 | 2016-10-26 | 大连理工大学 | Energy dissipation and seismic mitigation T-type damper of prefabricated structure joint |
| CN205777792U (en) * | 2016-07-13 | 2016-12-07 | 大连理工大学 | The T-shaped antivibrator of precast construction node energy-dissipating and shock-absorbing |
| CN206298992U (en) * | 2016-12-25 | 2017-07-04 | 东华理工大学 | A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure |
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Application publication date: 20181211 |
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