CN206503264U - Full assembling steel plate damping wall - Google Patents
Full assembling steel plate damping wall Download PDFInfo
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- CN206503264U CN206503264U CN201720129127.2U CN201720129127U CN206503264U CN 206503264 U CN206503264 U CN 206503264U CN 201720129127 U CN201720129127 U CN 201720129127U CN 206503264 U CN206503264 U CN 206503264U
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- restraint device
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Abstract
The utility model is related to a kind of full assembling steel plate damping wall, including full assembled core plate, full assembled restraint device and full assembled attachment structure, the full assembled core plate is made up of a series of twisted plate of different moduluses, each twisted plate is connected in parallel by full assembled attachment structure up and down, the twisted plate of different moduluses has different rigidity and bearing capacity, the twisted plate of the different moduluses has respective full assembled restraint device, the full assembled restraint device is located inside and outside the face of every piece of twisted plate, and offer the bolt hole being mutually matched with twisted plate, one entirety is connected into by both bolts, it is connectionless between the full assembled restraint device of differently curved plate.The research of wall and prefabricated member connecting node is damped based on steel plate, by by the discretizations such as core plate, restraint device, the method for modularization, propose a kind of full assembling steel plate damping wall, realize modularization production and the prefabrication and assembly construction of steel plate damping wall, and ensure to connect between each part it is reliable.
Description
Technical field
The utility model is related to a kind of damping wall, more particularly to a kind of full assembling steel plate damping wall.
Background technology
At present, country widelys popularize and applied assembled architecture, realizes the sustainable development built.Fabricated construction
Main component is prefabricated in the factory, on-site consolidation, the advantage is that factorial praluction, standardized work, quality guarantee rate are high, meets
National energy-saving emission reduction and the development strategy of building industrialization, solve building energy consumption height, the money of traditional architecture mode of production presence
Source energy resource consumption is big, relatively low construction industry scientific and technological content and the problems such as low production efficiency.Therefore, increasing building structural element
By the way of prefabrication, and modularization, standardization are combined, realize factory's pre-manufactured, greatly shorten the production cycle, effectively section
About manufacturing cost.Above-mentioned prefabrication and assembly construction is equally applicable to the steel plate damping wall skill commonly used in building cushion technique field at present
Art.
However, to realize that steel plate damps the prefabrication and assembly construction of wall technology, it is still necessary to solve three big key issues：
（1）Because the design requirement that steel plate damps wall is different, its rigidity and the core plate of bearing capacity each design parameter are determined
Vary, randomness is larger, it is impossible to prefabricated using method standardization, but need to be by the way of customization；
（2）Due to core plate can not standardize it is prefabricated, therefore for ensure core plate do not occur before the bearing capacity that reaches capacity
Flexing, restraint device can not also standardize prefabricated, but need according to each of the individually designed restraint device of design parameter of core plate
Individual parameter；
（3）The problem of prefabricated components most critical be it is difficult to ensure that between each build-up member connecting node reliability, it is past
Go to ensure that connection bearing capacity is met to require toward needing to pay larger cost, or can not provide meet node in some cases
The feasible program of bearing capacity.
Therefore, the utility model is according to above mentioned problem, and having for wall and prefabricated member connecting node is damped based on steel plate
Research, by by the discretizations such as core plate, restraint device, the method for modularization, proposing a kind of full assembling steel plate damping wall, is realized
The modularization production of steel plate damping wall and prefabrication and assembly construction, and ensure to connect between each part it is reliable.
The content of the invention
The utility model purpose is to propose a kind of full assembling steel plate damping wall, by using modularization core plate, realized
Steel plate wall rigidity and bearing capacity are optionally combined, to meet different designs demand；By using assembled restraining plate, it is possible to resolve weldering
Connect and cause restraining plate out-of-flatness, the insufficient problem of constraint caused by the unfavorable factor such as about harness defects are big；Connect by using assembled
Node is connect, the inner bolt connection of increase core thickness is not only easy to construction, while can ensure that the connection of steel plate wall and agent structure can
Lean on；By using the mode of prefabrication and assembly construction, quality control level can be improved, it is ensured that each part quality of steel plate wall meets design will
Ask, while pre-manufactured can be realized, effectively shorten the production cycle, improve stock utilization, substantially reduce product cost.
To achieve the above object, the technical solution of the utility model is：A kind of full assembling steel plate damping wall, including full dress
With formula core plate, full assembled restraint device and full assembled attachment structure, the full assembled core plate is by a series of different moulds
Several twisted plate compositions, each twisted plate is connected in parallel by full assembled attachment structure up and down, and the twisted plate of different moduluses has
Different rigidity and bearing capacity, the twisted plate of the different moduluses have respective full assembled restraint device, the full assembling
Formula restraint device is located inside and outside the face of every piece of twisted plate, and offers the bolt hole being mutually matched with twisted plate, passes through spiral shell
Both bolts connect into connectionless between an entirety, the full assembled restraint device of differently curved plate.
The full assembled attachment structure includes connection double angle and connection end plate, the connection limb of double angle two and each twisted plate
Upper and lower side offers the bolt hole matched each other, and is linked together by high-strength bolt；Each twisted plate of full assembled core plate
The bolt hole being mutually matched is offered with being connected end plate in thickness, wherein the bolt hole on connection end plate uses counter sink, is connected
Bolt uses interior hexagonal high-strength bolt；Double angle is connected by connecting end plate and high-strength bolt and the upper underbeam of agent structure or company
Section is connect to be fixedly connected.
The full assembled restraint device is assembled steel case or precast rc slab.
The beneficial effects of the utility model are：
1st, the utility model uses a series of modularization twisted plate of combinations, and steel plate damping wall rigidity and carrying can be achieved
The decoupling of power, facilitates shock-damping structure design and product design.
2nd, using modularization, standardization, factory's pre-manufactured that steel plate damps wall can be achieved, greatly shortens the production cycle, has
Effect saves manufacturing cost.
Brief description of the drawings
Fig. 1 is the full assembling steel plate damping wall front view of the utility model；
Fig. 2 is the full assembling steel plate damping wall side view of the utility model.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Such as Fig. 1, shown in 2, a kind of full assembling steel plate damping wall, by full assembled core plate and full assembled restraint device group
Into.It include twisted plates 1 of different moduluses, full assembled restraint device 2, connection double angle 3, connection end plate 4, high-strength bolt 5,
Underbeam or linkage section 6, full assembled attachment structure in agent structure.
Full assembled core plate is made up of a series of twisted plate 1 of different moduluses, and each twisted plate only passes through full assembling up and down
Formula attachment structure is connected in parallel, and remaining place is not connected to.The twisted plate 1 of different moduluses has different rigidity and bearing capacity, leads to
The combination of twisted plate between different moduluses is crossed, different rigidity and bearing capacity can be achieved, to meet different design requirements.Different moulds
Several twisted plates 1 has respective full assembled restraint device 2, by full assembled restraint device 2, realizes based on twisted plate
Restraint device modularization, it is ensured that buckling-restrained reliability.
Full assembled restraint device 2 is located inside and outside the face of every piece of twisted plate, the twisted plate 1 of different moduluses it is respective complete
Assembled restraint device 2, can be using the conventional restraint device such as assembled steel case or precast rc slab, can be effective
Suppress it and occur out-of-plane buckling before the bearing capacity that reaches capacity, to give full play to its energy dissipation capacity.Twisted plate restraint device is only
Out of plane constraint is provided for twisted plate, without anti-side in scope of participants, is mutually not connected between the restraint device of differently curved plate.
Full assembled attachment structure includes connection double angle 3 and connection end plate 4, by each twisted plate upper and lower side and connection
The bolt hole being mutually matched is opened up on one limb of double angle 3, can be using the high-strength bolt 5 of big hexagonal or torque-shear type by each twisted plate
Linked into an integrated entity with connection double angle 3；By opening up the bolt hole being mutually matched with connection end plate 4 in each bending plate thickness,
Each twisted plate and connection end plate 4 can be attached using interior hexagonal high-strength bolt；Connect end plate 4 same with being connected double angle 3
The bolt hole being mutually matched is offered, by high-strength bolt 5, steel plate wall and the upper underbeam or linkage section of agent structure can be damped
6 are reliably connected.
The utility model principle：
Monoblock core plate is divided into a series of twisted plate of different moduluses, no by the utility model by using discretization core plate
Twisted plate with modulus has different rigidity and bearing capacity, by any combination between different moduluses, and steel plate damping can be achieved
The decoupling of wall rigidity and bearing capacity, meets different design requirements.
By separate type restraint device, the active constraint device such as assembled steel case or precast rc slab,
Restraint device modularization based on twisted plate can be achieved, it is to avoid the unfavorable factor such as about harness defects that welding is caused are big, it is ensured that
Buckling-restrained is reliable.
Connect by increase connection end plate while arrangement connection double angle, and by core plate with being connected the bolt of end plate
Connect, be greatly improved core plate and the bearing capacity of attachment structure, so as to ensure that the connection of steel plate damping wall and agent structure is reliable.
Claims (3)
1. a kind of full assembling steel plate damping wall, including full assembled core plate, full assembled restraint device (2) and full assembled
Attachment structure, it is characterised in that：The full assembled core plate is made up of a series of twisted plate (1) of different moduluses, each twisted plate
It is connected in parallel by full assembled attachment structure up and down, the twisted plate (1) of different moduluses has different rigidity and bearing capacity, institute
Stating the twisted plate (1) of different moduluses has respective full assembled restraint device (2), full assembled restraint device (2) position
Inside and outside the face of every piece of twisted plate, and the bolt hole being mutually matched with twisted plate is offered, connected into by both bolts
It is connectionless between one entirety, the full assembled restraint device (2) of differently curved plate.
2. full assembling steel plate damping wall according to claim 1, it is characterised in that：The assembled connection knot complete up and down
Structure includes connection double angle (3) and connection end plate (4), and the connection limb of double angle (3) two and each twisted plate upper and lower side are offered mutually
The bolt hole of matching, and linked together by high-strength bolt (5)；In each bending plate thickness of full assembled core plate and connection end
Plate (4) offers the bolt hole being mutually matched, wherein the bolt hole on connection end plate (4) uses counter sink, connecting bolt is used
Interior hexagonal high-strength bolt (5)；Connection double angle (3) is by connecting end plate (4) and high-strength bolt (5) and the upper underbeam of agent structure
Or linkage section (6) is fixedly connected.
3. full assembling steel plate damping wall according to claim 1, it is characterised in that：The full assembled restraint device
（2）For assembled steel case or precast rc slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720129127.2U CN206503264U (en) | 2017-02-13 | 2017-02-13 | Full assembling steel plate damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720129127.2U CN206503264U (en) | 2017-02-13 | 2017-02-13 | Full assembling steel plate damping wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206503264U true CN206503264U (en) | 2017-09-19 |
Family
ID=59834247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720129127.2U Active CN206503264U (en) | 2017-02-13 | 2017-02-13 | Full assembling steel plate damping wall |
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| Country | Link |
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| CN (1) | CN206503264U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703253A (en) * | 2017-02-13 | 2017-05-24 | 上海史狄尔建筑减震科技有限公司 | Fully-assembled steel plate damping wall |
| CN110080421A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of assembling-type metal damping wall |
| CN110080420A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of construction method of assembling-type metal damping wall |
| CN110080425A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of construction method of assembled Coupling Damping wall |
| WO2020207448A1 (en) * | 2019-04-11 | 2020-10-15 | 横琴共轭科技有限公司 | Assembled metallic damping wall |
-
2017
- 2017-02-13 CN CN201720129127.2U patent/CN206503264U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703253A (en) * | 2017-02-13 | 2017-05-24 | 上海史狄尔建筑减震科技有限公司 | Fully-assembled steel plate damping wall |
| CN110080421A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of assembling-type metal damping wall |
| CN110080420A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of construction method of assembling-type metal damping wall |
| CN110080425A (en) * | 2019-04-11 | 2019-08-02 | 横琴共轭科技有限公司 | A kind of construction method of assembled Coupling Damping wall |
| 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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