CN110005094A - A kind of parting waves Fill model - Google Patents
A kind of parting waves Fill model Download PDFInfo
- Publication number
- CN110005094A CN110005094A CN201910294075.8A CN201910294075A CN110005094A CN 110005094 A CN110005094 A CN 110005094A CN 201910294075 A CN201910294075 A CN 201910294075A CN 110005094 A CN110005094 A CN 110005094A
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- wall
- frame
- gap
- bayonet
- damper
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- 239000002184 metal Substances 0.000 claims abstract description 11
- 229910052751 metal Inorganic materials 0.000 claims abstract description 11
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 239000000565 sealant Substances 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 11
- 230000006378 damage Effects 0.000 claims description 10
- 238000005265 energy consumption Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 9
- 230000008569 process Effects 0.000 claims description 8
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims description 5
- 239000012141 concentrate Substances 0.000 claims description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000006870 function Effects 0.000 description 4
- 230000002195 synergetic effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 241000145637 Lepturus Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 241001494479 Pecora Species 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 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 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 125000002348 vinylic group Chemical group 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention provides a kind of partings to wave Fill model, comprising: frame, filling wall and metal damper, bayonet ironware and tension rib；Frame is just connect and is surrounded by lateral frame upper beam, frame underbeam and vertical frame column；Filling wall includes that multiple wall elements are transversely arranged in frame, filling wall has just connect with frame column, tension rib is arranged every 500mm-600mm along wall height, the first gap is provided between multiple wall elements, first gap is filled with sealant, and multiple metal dampers are arranged along the high direction of wall between two adjacent wall elements；Second gap is set between filling wall and frame upper beam, and the second gap is 20-40mm, is filled with sealant, and multiple bayonet ironwares are arranged along frame upper beam transverse direction；Mortar is not used to build between filling wall and frame underbeam.The ductility that wall can be improved using Fill model of the invention, ensureing can repair ability after the shake of Fill model.
Description
Technical field
The present invention relates to engineering technology construction fields more particularly to a kind of parting to wave Fill model.
Background technique
Fill model is to be applied to one of peripheral protective and the widest structure type of partition space, the structure
Has many advantages, such as low cost, convenient for construction and flexible layout.But filling wall is usually regarded as non-structural element in structure design,
Its reduction to structural cycle is only considered when calculating geological process, is not involved in Structure Calculation in subsequent design.However, logical
Cross earthquake the result shows that, due to filling wall initial stiffness is big, ductility is poor, in the structural elements of medium and small shake without destroying or slight broken
In the case where bad, filling wall can also occur seriously to destroy, and while causing heavy losses, also seriously affect normally making for structure
With with repaired after shake.Further, since there is apparent synergistic effect in filling wall and frame, may cause structure occur it is some can not
The destruction of expectation, as weak floor, short column destroy, construction torsion and structure are made not to be able to achieve the mechanism of " strong column and weak beam ".
Therefore, it is necessary to a kind of partings to wave Fill model, and the ductility of Lai Tigao wall controls damage of wall pre-
If position, while using filling wall and frame synergistic effect Beneficial Effect, evade adverse effect, ensure the ground of frame structure
It can recovery capability after shake safety and shake.
Summary of the invention
The present invention provides a kind of partings to wave Fill model, to solve problem above.
To achieve the goals above, this invention takes following technical solutions.
The present invention provides a kind of partings to wave Fill model characterized by comprising frame, filling wall and
Metal damper, bayonet ironware and tension rib；
The frame is just connect and is surrounded by lateral frame upper beam, frame underbeam and vertical frame column；
The filling wall includes multiple wall elements；
Multiple wall elements are transversely arranged in the frame, the left and right ends of the filling wall and the frame
Trestle just connects, and arranges the tension rib every 500mm-600mm along wall height, is provided with first between multiple wall elements
Gap, the first gap are filled with sealant, multiple described along the high direction setting of wall between two adjacent wall elements
Metal damper connects the wall element, and energy dissipation capacity is provided under geological process and concentrates damage at damper arrangement；
The second gap is provided between the filling wall and the frame upper beam, second gap is 20-
40mm, second gap are filled with clearance material, and multiple bayonet ironwares are arranged along frame upper beam transverse direction, for guaranteeing
Stablize outside wall plane；
Mortar is not used to build between the filling wall and the frame underbeam.
Preferably, the first gap is 20-40mm, and second gap is 30mm.
Preferably, metal damper is parabolic profile mild steel damper.
Preferably, parabolic profile mild steel damper includes: parabolic profile energy consumption section steel plate, junction steel plate, channel steel card
Mouth and bolt, the parabolic profile energy consumption section steel plate have just connect with junction steel plate, the junction steel plate and channel steel bayonet institute
Bolt is stated to fix.
Preferably, the parabolic profile energy consumption section steel plate of parabolic profile mild steel damper uses low yield point steel plate.
Preferably, bayonet, the channel steel card of the parabolic profile mild steel damper is arranged in the wall element in the first gap
Mouth blocks the building block at the bayonet, for arranging the parabolic profile mild steel damper.
Preferably, frame is Reinforced Concrete Materials.
Preferably, the setting of bayonet ironware and wall, which has the gap, makes it not and influences wall to wave under geological process.
It can be seen from the technical solution of aforementioned present invention Fill model of the invention by wall element it
Between vertical gap is set, reduce the initial stiffness of filling wall, the failure mode of wall become curved from the brittle break of shearing-type
Curved ductile fracture to improve the deformability of wall, while reducing the rigidity of wall, reduces wall and frame
The short column and weak floor that may cause under synergistic effect are by the incidence destroyed；Construction measure through the invention makes to fill wall
It can wave, the wall element vertical changing of the relative positions in left and right surrenders metal damper, provides energy dissipation capacity and further decreases wall
The damage of body realizes the controllable of damage position, conducive to the quick reparation of shake back wall；Further, since the damage mode of wall
Become ductile fracture, the bearing capacity of novel Fill model is stable and without obvious strength deterioration phenomenon, can greatly change
The anti-seismic performance of kind Fill model.
The additional aspect of the present invention and advantage will be set forth in part in the description, these will become from the following description
Obviously, or practice through the invention is recognized.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, required use in being described below to embodiment
Attached drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for this
For the those of ordinary skill of field, without creative efforts, it can also be obtained according to these attached drawings others
Attached drawing.
Fig. 1 is that a kind of parting provided in this embodiment waves Fill model schematic diagram；
Fig. 2 is the diagrammatic cross-section of Fig. 1；
Fig. 3 is the schematic diagram of parabolic profile mild steel damper；
Fig. 4 connect diagrammatic cross-section with wall element for parabolic profile mild steel damper.
Description of symbols:
1 frame upper beam, 2 frame column, the 3 right wall element of left wall element 4
5 parabolic profiles energy consumption 6 junction steel plate of section steel plate, 7 channel steel bayonet, 8 bolt
9 bayonet ironware, 10 tension rib, 11 frame underbeam
Specific embodiment
Embodiments of the present invention are described below in detail, the example of the embodiment is shown in the accompanying drawings, wherein from beginning
Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng
The embodiment for examining attached drawing description is exemplary, and for explaining only the invention, and is not construed as limiting the claims.
Those skilled in the art of the present technique are appreciated that unless expressly stated, singular " one " used herein, " one
It is a ", " described " and "the" may also comprise plural form.It is to be further understood that being arranged used in specification of the invention
Diction " comprising " refer to that there are the feature, integer, step, operation, element and/or component, but it is not excluded that in the presence of or addition
Other one or more features, integer, step, operation, element, component and/or their group.It should be understood that used herein
Wording "and/or" includes one or more associated any cells for listing item and all combinations.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein (including technology art
Language and scientific term) there is meaning identical with the general understanding of those of ordinary skill in fields of the present invention.Should also
Understand, those terms such as defined in the general dictionary, which should be understood that, to be had and the meaning in the context of the prior art
The consistent meaning of justice, and unless defined as here, it will not be explained in an idealized or overly formal meaning.
In order to facilitate understanding of embodiments of the present invention, further by taking specific embodiment as an example below in conjunction with attached drawing to be solved
Release explanation.
Embodiment
Fig. 1 is that a kind of parting provided in this embodiment waves Fill model schematic diagram, referring to Fig.1, the filling wall
Frame structure includes: frame, filling wall and metal damper, bayonet ironware 9 and tension rib 10.
Frame is just connect by lateral frame upper beam 1, frame underbeam 11 and vertical frame column 2 and is surrounded；Filling wall includes two
A wall element, respectively left wall element 3 and right wall element 4；Two wall elements are transversely arranged in frame, fill wall
It has just been connect with frame column, has arranged tension rib every 500mm along wall height, be provided with first between left wall element 3 and right wall element 4
3 metal dampers are arranged along the high direction of wall between left wall element 3 and right wall element 4, for connecting two walls in gap
Unit.
The second gap is provided between filling wall and frame upper beam 1, second gap is 20-40mm, it is preferable that the
Two gaps are 30mm.
It is flexibly connected between filling wall and the frame upper beam, the first, second gap is filled with sealant, such as polyphenyl
Vinylic foam lath or polyurethane foam material etc., Fig. 2 are the diagrammatic cross-section of Fig. 1, referring to Figures 1 and 2, fill wall edge
Laterally two bayonet ironwares 9 of setting, left wall element 3 and right wall element 4 are respectively arranged a bayonet ironware 9, use frame upper beam
In guaranteeing to stablize outside wall plane, and bayonet ironware and wall are arranged to have the gap and make it not and influence wall to wave under geological process.
It does not use mortar to build between filling wall and frame underbeam 11, directly building block is built on fixed pedestal, can be made
Filling wall is separated with frame underbeam to be swung up and down, and the opposite changing of the relative positions occurs between neighboring walls.
Further, the first gap is 20-40mm.
Wherein, metal damper is parabolic profile mild steel damper, comprising: parabolic profile energy consumption section steel plate 5, connection
Steel plate 6, channel steel bayonet 7 and bolt 8, Fig. 3 are parabolic profile mild steel damper schematic diagram, referring to Fig. 3, parabolic profile energy consumption
Section steel plate 5 has just connect with junction steel plate 6, and junction steel plate 6 and channel steel bayonet 7 are fixed with bolt 8.Parabolic profile mild steel damper
The yield strength of parabolic profile energy consumption section steel plate 5 is 100Mpa or 160MPa.
Fig. 4 is that parabolic profile mild steel damper connect diagrammatic cross-section with wall element, reference Fig. 4, the first gap
Bayonet is arranged in wall element, and the channel steel bayonet of parabolic profile mild steel damper blocks the building block in direction up and down at bayonet,
For arranging the parabolic profile mild steel damper.The gap of channel steel bayonet and blockhouse can also be filled out using mortar
Seam.
Frame is Reinforced Concrete Materials, and the basic relevant specification of country regulation of filled wall preferably selects the light block material.
Bayonet ironware is to be configured according to the wall element number, the corresponding bayonet iron of each wall element
Part.
It should be noted that other than above-mentioned specified otherwise, remaining all material press " Code for design of masonry strucres ",
The standard of relevant regulations such as " seismic design provision in building code " carries out selection and implementation.
It is as follows using the effect of Fill model of the invention in seismic process:
When seismic force is smaller, when left and right wall element is not swung or it is smaller with respect to alternate displacement, filling wall is also
It does not destroy, damper not yet plays a role, and framework and brickwork provides horizontal loading jointly；
When seismic force is larger, left and right wall element swings, and opposite alternate displacement makes the parabola in the middle part of wall
The surrender of shape mild steel damper, damper provide energy dissipation capacity, and by the damage concentration of structure near damper and wall angle
The regional area in portion is repaired and function replaceable near damper to reach the easy of structure.
In conclusion the gap between the wall element of left and right changes the deformation pattern of filling wall, filling wall is reduced
Rigidity improves the deformability of filling wall, and geological process makes left and right wall that the mutual changing of the relative positions occur, compared with just capable of making wall under thin tail sheep
The low-yield point damper surrender of middle part arrangement, damper provides energy dissipation capacity, and keeps the damage concentration of structure attached in damper
The nearly damage to reduce filling wall and frame.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
In order to clearly demonstrate the syntagmatic of each component, above to various illustrative components and its connection relationship around its function into
It has gone and has been generally described, the combination as this component is which kind of function realized, depends on specific application and to entire component
The design constraint applied.Anyone skilled in the art in the technical scope disclosed by the present invention, can
The change or replacement readily occurred in, should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should
It is subject to the protection scope in claims.
Claims (8)
1. a kind of parting waves Fill model characterized by comprising frame, filling wall and metal damper, bayonet
Ironware and tension rib；
The frame is just connect and is surrounded by lateral frame upper beam, frame underbeam and vertical frame column；
The filling wall includes multiple wall elements；
Multiple wall elements are transversely arranged in the frame, the left and right ends of the filling wall and the frame column
It just connects, arranges the tension rib every 500mm-600mm along wall height, be provided with the first seam between multiple wall elements
Gap, the first gap are filled with sealant, and multiple gold are arranged along the high direction of wall between two adjacent wall elements
Belong to damper, connect the wall element, energy dissipation capacity is provided under geological process and concentrates damage at damper arrangement；
The second gap is provided between the filling wall and the frame upper beam, second gap is 20-40mm, institute
The second gap stated is filled with clearance material, and multiple bayonet ironwares are arranged along frame upper beam transverse direction, for guaranteeing that wall is flat
Lateral stability；
Mortar is not used to build between the filling wall and the frame underbeam.
2. Fill model according to claim 1, which is characterized in that first gap is 20-40mm, institute
The second gap stated is 30mm.
3. Fill model according to claim 1, which is characterized in that the metal damper is outside parabola
Shape mild steel damper.
4. Fill model according to claim 3, which is characterized in that the parabolic profile mild steel damper
It include: parabolic profile energy consumption section steel plate, junction steel plate, channel steel bayonet and bolt, the parabolic profile energy consumption section steel plate
It has just been connect with junction steel plate, the junction steel plate is fixed with channel steel bayonet with the bolt.
5. Fill model according to claim 4, which is characterized in that the parabolic profile mild steel damper
Parabolic profile energy consumption section steel plate use low yield point steel plate.
6. Fill model according to claim 4, which is characterized in that the wall element in first gap is set
Bayonet is set, the channel steel bayonet of the parabolic profile mild steel damper blocks the building block at the bayonet, described for arranging
Parabolic profile mild steel damper.
7. Fill model according to claim 1, which is characterized in that the frame is armored concrete material
Material.
8. Fill model according to claim 1, which is characterized in that the bayonet ironware is provided with wall
Gap makes it not and influences wall to wave under geological process.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910294075.8A CN110005094A (en) | 2019-04-12 | 2019-04-12 | A kind of parting waves Fill model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910294075.8A CN110005094A (en) | 2019-04-12 | 2019-04-12 | A kind of parting waves Fill model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110005094A true CN110005094A (en) | 2019-07-12 |
Family
ID=67171341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910294075.8A Pending CN110005094A (en) | 2019-04-12 | 2019-04-12 | A kind of parting waves Fill model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110005094A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110826287A (en) * | 2019-10-23 | 2020-02-21 | 宁波大学 | Design parameter determination method for frame-swinging wall structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203594126U (en) * | 2013-10-10 | 2014-05-14 | 上海大学 | Steel shear plate damper with thickness varied in shape of quadratic parabola |
| RU2600247C1 (en) * | 2015-10-20 | 2016-10-20 | Общество с ограниченной ответственностью "Компания Металл Профиль" | Composite shaped article and unit of butt joint of panels |
| CN106245812A (en) * | 2016-09-22 | 2016-12-21 | 东南大学 | A kind of prestressing force Self-resetting damages controlled assembly and waves wall |
| CN207032577U (en) * | 2017-07-05 | 2018-02-23 | 大连理工大学 | A kind of fabricated shear wall energy-dissipating and shock-absorbing horizontal connection device |
| CN208039535U (en) * | 2018-04-10 | 2018-11-02 | 哈尔滨工业大学 | A kind of prefabricated assembled Fill model of separate type |
-
2019
- 2019-04-12 CN CN201910294075.8A patent/CN110005094A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203594126U (en) * | 2013-10-10 | 2014-05-14 | 上海大学 | Steel shear plate damper with thickness varied in shape of quadratic parabola |
| RU2600247C1 (en) * | 2015-10-20 | 2016-10-20 | Общество с ограниченной ответственностью "Компания Металл Профиль" | Composite shaped article and unit of butt joint of panels |
| CN106245812A (en) * | 2016-09-22 | 2016-12-21 | 东南大学 | A kind of prestressing force Self-resetting damages controlled assembly and waves wall |
| CN207032577U (en) * | 2017-07-05 | 2018-02-23 | 大连理工大学 | A kind of fabricated shear wall energy-dissipating and shock-absorbing horizontal connection device |
| CN208039535U (en) * | 2018-04-10 | 2018-11-02 | 哈尔滨工业大学 | A kind of prefabricated assembled Fill model of separate type |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110826287A (en) * | 2019-10-23 | 2020-02-21 | 宁波大学 | Design parameter determination method for frame-swinging wall structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20190712 |