CN204590322U - A kind of frame purlin formula composite wall - Google Patents
A kind of frame purlin formula composite wall Download PDFInfo
- Publication number
- CN204590322U CN204590322U CN201520201416.XU CN201520201416U CN204590322U CN 204590322 U CN204590322 U CN 204590322U CN 201520201416 U CN201520201416 U CN 201520201416U CN 204590322 U CN204590322 U CN 204590322U
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- CN
- China
- Prior art keywords
- frame
- purlin
- rod member
- composite wall
- wall
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- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of frame purlin formula composite wall, be made up of reinforced concrete frame and two or more basic lattice fram units, and can embed in reinforced concrete frame, form mixture Lateral Resistant System, basic lattice fram unit comprises outer rim and is arranged on the purlin formula rod member in outer rim.A kind of frame purlin formula composite wall, in the little shake stage, the elastic deformation of body of wall makes fricting movement power consumption between lattice fram unit, enters middle shake and after the large shake stage, the component damage that in lattice fram unit, the elastic-plastic deformation of purlin formula rod member causes continues dissipation seismic energy, can form multistage power consumption Lateral Resistant System; Reinforcing bar is provided with in the basic lattice fram unit of this frame purlin formula composite wall, distortion after body of wall is stressed comprises the distortion of purlin formula rod member and the geometry deformation of lattice fram unit, compared with reinforced concrete shear wall and other composite wall, under rarely occurred earthquake effect, purlin formula rod member can produce large deformation, thus the deformability of body of wall is improved, the basic demand of structure ductility design can be met.
Description
Technical field
The utility model belongs to building structure technology field, relates to a kind of frame purlin formula composite wall.
Background technology
Improve the shock resistance of building, be strengthen seismic region comprehensive mitigation of earthquake disaster ability, reduce the effective way of earthquake loss.The raising claimed structure component of shock resistance of the building and structural system have superior energy-absorbing and energy dissipation capacity.In steel concrete earthquake resistant structure, be main lateral resistant member or system with post, wall, cylinder, by adjustment means section and arrangement of reinforcement, adopt suitable structural configuration mode, realize building structure Lateral Resistant System and meet building function and structural bearing capacity, rigidity and Ductility Requirement.Frame construction anti-side rigidity is little, low bearing capacity; Shear wall and tubular construction anti-side rigidity are comparatively large, bearing capacity is higher, but need punch to meet Ductility Requirement in structure design, realize seismic design of structures target.Under geological process, frame construction bean column node territory, Coupling Wall-beam on Shear Wall Structure endpoint node territory are destroyed extremely serious, and after shake, reparation difficulty is large.
Utility model content
The purpose of this utility model is to provide a kind of frame purlin formula composite wall, solves existing body of wall destroyed area under geological process and too concentrates and reparation problem after shake.
The technical scheme that the utility model adopts is: a kind of frame purlin formula composite wall, be made up of reinforced concrete frame and two or more basic lattice fram units, basic lattice fram unit comprises outer rim and is arranged on the purlin formula rod member in outer rim, purlin formula rod member is connected by anchoring piece with outer rim, purlin formula rod member comprises the reinforcing bar be embedded in the formula rod member of purlin, reinforcing bar surrounding is provided with concrete, and concrete is wrapped with the stirrup preventing concrete from scattering.
Feature of the present utility model is also:
Be bolted between basic lattice fram unit, the diameter of bolt is 10-30mm.
Vertical muscle is provided with in stirrup.
The thickness of outer rim and purlin formula rod member is 50-200mm.
The thickness of reinforcing bar is 5-60mm.
The diameter of stirrup is 4-18mm.
The diameter of vertical muscle is 8-32mm.
The beneficial effects of the utility model are: a kind of frame purlin of the utility model formula composite wall, first, basic sash unit spliced forms power consumption build joint, in the little shake stage, the elastic deformation of body of wall makes fricting movement power consumption between lattice fram unit, enter shake and after the large shake stage, the component damage that in lattice fram unit, the elastic-plastic deformation of purlin formula rod member causes continues dissipation seismic energy, can form multistage power consumption Lateral Resistant System; Secondly, reinforcing bar is provided with in the basic lattice fram unit of this frame purlin formula composite wall, distortion after body of wall is stressed comprises the distortion of purlin formula rod member and the geometry deformation of lattice fram unit, compared with reinforced concrete shear wall and other composite wall, under rarely occurred earthquake effect, purlin formula rod member can produce large deformation, thus the deformability of body of wall is improved, and can meet the basic demand of structure ductility design; Finally, composite wall of the present utility model can be connected by reserved steel bar with existing frame construction, and the wet trade involved by whole manufacturing process is few and the duration is short, can reduce personnel amount and the human cost of work.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of frame purlin of the utility model formula composite wall;
Fig. 2 is the structural representation of basic lattice fram unit in the formula composite wall of a kind of frame purlin of the utility model;
Fig. 3 is the structural representation of purlin formula rod member in the formula composite wall of a kind of frame purlin of the utility model;
Fig. 4 is the structural representation of purlin formula rod member and outer rim junction in the formula composite wall of a kind of frame purlin of the utility model.
In figure, 1. reinforced concrete frame, 2. basic lattice fram unit, 3. outer rim, 4. purlin formula rod member, 5. vertical muscle, 6. anchoring piece, 7. bolt, 8. reinforcing bar, 9. concrete, 10. stirrup.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
The structure of a kind of frame purlin of the utility model formula composite wall, as shown in Figure 1, is made up of two or more basic lattice fram units 2, and can embeds in reinforced concrete frame 1, and fixed by bolt 7 between basic lattice fram unit 2, the diameter of bolt 7 is 10-30mm;
As shown in Figure 2, the purlin formula rod member 4 that basic lattice fram unit 2 comprises outer rim 3 and is arranged in outer rim 3, the thickness of outer rim 3 and purlin formula rod member 4 is 50-200mm;
As shown in Figure 3, purlin formula rod member 4 comprises the reinforcing bar 8 be embedded in purlin formula rod member 4, reinforcing bar 8 surrounding is provided with concrete 9, concrete 9 is wrapped with the stirrup 10 preventing concrete 9 from scattering, vertical muscle 5 is provided with in stirrup 10, the thickness of reinforcing bar 8 is 5-60mm, and the diameter of stirrup 10 is 4-18mm, and the diameter of vertical muscle 5 is 8-32mm.
As shown in Figure 4, purlin formula rod member 4 is fixed by anchoring piece 6 with outer rim 3 junction.
When installing this frame purlin formula composite wall, determine the number of the basic lattice fram unit 2 needed, fixed by bolt 7 between basic lattice fram unit 2, the basic lattice fram unit 2 fixed is arranged in reinforced concrete frame 1, under external force or geological process, the elastic deformation of body of wall makes 2 the fricting movement power consumptions of basic lattice fram unit, and the component damage that the elastic-plastic deformation of purlin formula rod member 4 causes continues dissipation seismic energy, multistage power consumption Lateral Resistant System can be formed, the deformability of whole body of wall is improved.
A kind of frame purlin of the utility model formula composite wall, first, basic sash unit spliced forms power consumption build joint, in the little shake stage, the elastic deformation of body of wall makes fricting movement power consumption between lattice fram unit, enter shake and after the large shake stage, the component damage that in lattice fram unit, the elastic-plastic deformation of purlin formula rod member causes continues dissipation seismic energy, can form multistage power consumption Lateral Resistant System; Secondly, reinforcing bar is provided with in the basic lattice fram unit of this frame purlin formula composite wall, distortion after body of wall is stressed comprises the distortion of purlin formula rod member and the geometry deformation of lattice fram unit, compared with reinforced concrete shear wall and other composite wall, under rarely occurred earthquake effect, purlin formula rod member can produce large deformation, thus the deformability of body of wall is improved, and can meet the basic demand of structure ductility design; Finally, composite wall of the present utility model can be connected by reserved steel bar with existing frame construction, and the wet trade involved by whole manufacturing process is few and the duration is short, can reduce personnel amount and the human cost of work.
Claims (7)
1. a frame purlin formula composite wall, it is characterized in that, be made up of two or more basic lattice fram units (2), and can embed in reinforced concrete frame (1), basic lattice fram unit (2) comprises outer rim (3) and is arranged on purlin formula rod member (4) in outer rim (3), purlin formula rod member (4) is connected by anchoring piece (6) with outer rim (3), described purlin formula rod member (4) comprises the reinforcing bar (8) be embedded in purlin formula rod member (4), reinforcing bar (8) surrounding is provided with concrete (9), concrete (9) is wrapped with the stirrup (10) preventing concrete (9) from scattering.
2. a kind of frame purlin according to claim 1 formula composite wall, is characterized in that, fixed by bolt (7) between described basic lattice fram unit (2), the diameter of described bolt (7) is 10-30mm.
3. a kind of frame purlin according to claim 1 formula composite wall, is characterized in that, be provided with vertical muscle (5) in described stirrup (10).
4. a kind of frame purlin according to claim 1 formula composite wall, is characterized in that, the thickness of described outer rim (3) and purlin formula rod member (4) is 50-200mm.
5. a kind of frame purlin according to claim 1 formula composite wall, is characterized in that, the thickness of described reinforcing bar (8) is 5-60mm.
6. a kind of frame purlin according to claim 1 formula composite wall, is characterized in that, the diameter of described stirrup (10) is 4-18mm.
7. a kind of frame purlin according to claim 3 formula composite wall, is characterized in that, the diameter of described vertical muscle (5) is 8-32mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520201416.XU CN204590322U (en) | 2015-04-03 | 2015-04-03 | A kind of frame purlin formula composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520201416.XU CN204590322U (en) | 2015-04-03 | 2015-04-03 | A kind of frame purlin formula composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590322U true CN204590322U (en) | 2015-08-26 |
Family
ID=53926488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520201416.XU Expired - Fee Related CN204590322U (en) | 2015-04-03 | 2015-04-03 | A kind of frame purlin formula composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204590322U (en) |
-
2015
- 2015-04-03 CN CN201520201416.XU patent/CN204590322U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150826 Termination date: 20180403 |