CN202370360U - Anti-seismic steel window frame of masonry house - Google Patents
Anti-seismic steel window frame of masonry house Download PDFInfo
- Publication number
- CN202370360U CN202370360U CN2011205376126U CN201120537612U CN202370360U CN 202370360 U CN202370360 U CN 202370360U CN 2011205376126 U CN2011205376126 U CN 2011205376126U CN 201120537612 U CN201120537612 U CN 201120537612U CN 202370360 U CN202370360 U CN 202370360U
- Authority
- CN
- China
- Prior art keywords
- steel
- window frame
- masonry house
- frame
- seismic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses an anti-seismic steel window frame of a masonry house. The anti-seismic steel window frame comprises a top frame, a bottom frame, two upright posts, a transverse support and two oblique supports. The anti-seismic steel window frame is characterized in that the top frame, the bottom frame, the upright posts, the transverse support and the oblique supports are welded into the closed window frame by profile steel, a connector fixed with a wall of the masonry house is arranged on each of four sides of the steel window frame, and the connectors are angle steel, flat steel or bolt connectors. The anti-seismic steel window frame of the masonry house has certain rigidity; for the masonry house with large hole forming area of a wall window, displacement and dislocation of the wall around the window can be effectively restrained, the rigidity, the ductility and the anti-shearing bearing capacity of the wall around the window are greatly improved, the negative influence of a torsional effect caused by uniform rigidity of the front and rear longitudinal walls under the action of seism is reduced, and the integral anti-seismic performance of the masonry house is improved; and the anti-seismic steel window frame is simple in structure and convenient to construct, and has practicability.
Description
Technical field
The utility model relates to a kind of building window frame, particularly a kind of be applicable to the body of wall window punch area excessive, in order to improve the masonry house antidetonation steel casement of masonry house anti-seismic performance.
Background technology
At present, northern country generally adopts masonry house.Need from daylighting, the preceding vertical wall window area that punches is bigger, and the width of wall between windows is too small, thereby causes wall between windows rigidity and shear-carrying capacity deficiency, and the excessive problem of wall stiffness difference is indulged in front and back.In recent years repeatedly earthquake and shaketalle test show that all the anti-seismic performance of this structure is very poor.
According to the requirement of earthquake resistant design code, interfenestration should could guarantee that the unlikely weakening of its rigidity and shear-carrying capacity is too much greater than certain limit value.But directly adopt the method that strengthens interfenestration will inevitably cause reducing of window areas, thereby influence the daylighting demand of resident family.
For addressing the above problem; Promptly punch under the prerequisite of area not reducing window basically, make wall between windows have certain rigidity and shear-carrying capacity, the integral rigidity of vertical wall before increasing; Reduce the torsional effect adverse effect under the geological process; Improve the whole anti-seismic performance in house, the inventor studies, has developed the utility model according to theory analysis and practical experience.
The utility model content
The utility model relates to a kind of building window frame, particularly a kind of be applicable to the body of wall window areas excessive, in order to improve the masonry house antidetonation steel casement of masonry house anti-seismic performance.
The architectural feature of the utility model is following:
A kind of masonry house antidetonation steel casement; Include a top frame, a underframe, two columns, a stull and two diagonal braces; It is characterized in that this top frame, underframe, column, stull and diagonal brace are the sealing steel casement that shaped steel is welded; Be provided with the masonry house body of wall around this steel casement and be fixedly coupled part, this connector is angle steel, band steel or bolt connection piece.
The utility model is simple in structure, and its advantage is following:
1, steel casement carries out operative constraint to the displacement or the dislocation of wall between windows, is not reducing basically under the prerequisite of window areas, guarantees the rigidity and the antidetonation bearing capacity of wall between windows body.
2, simple structure, easy construction.
Description of drawings
Fig. 1 is the structural representation of the utility model.
The specific embodiment
As shown in Figure 1; Be the structural representation of the utility model antidetonation steel casement, this antidetonation steel casement includes a top frame 1, a underframe 2, two columns 3, a stull 4 and two diagonal braces 5; The sealing steel casement 7 that this top frame 1, underframe 2, column 3, stull 4 and diagonal brace 5 are welded for shaped steel; This steel casement periphery is provided with a plurality of and the masonry house body of wall is fixedly coupled part 6, and this connector 6 is angle steel, band steel or bolt connection piece, and this diagonal brace 5 is circular arc or linear.
The utility model punches and has satisfied the daylighting requirement of house under the condition of the excessive body of wall antidetonation bearing capacity of area improving window, has practicality, meets each important document of utility model patent, so propose utility application in accordance with the law.
Claims (4)
1. masonry house antidetonation steel casement; Include a top frame, a underframe, two columns, a stull and two diagonal braces; It is characterized in that this top frame, underframe, column, stull and diagonal brace are the sealing steel casement that shaped steel is welded, be provided with allowable ratio of height to sectional thickness of masonry wall or column around this steel casement and be fixedly coupled part.
2. masonry house antidetonation steel casement according to claim 1 is characterized in that: this shaped steel is channel-section steel or angle steel.
3. masonry house antidetonation steel casement according to claim 1 is characterized in that: this connector is angle steel, band steel or bolt connection piece.
4. masonry house antidetonation steel casement according to claim 1 is characterized in that: this diagonal brace is circular arc or linear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205376126U CN202370360U (en) | 2011-12-21 | 2011-12-21 | Anti-seismic steel window frame of masonry house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205376126U CN202370360U (en) | 2011-12-21 | 2011-12-21 | Anti-seismic steel window frame of masonry house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202370360U true CN202370360U (en) | 2012-08-08 |
Family
ID=46594067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205376126U Expired - Fee Related CN202370360U (en) | 2011-12-21 | 2011-12-21 | Anti-seismic steel window frame of masonry house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202370360U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104975663A (en) * | 2014-04-01 | 2015-10-14 | 东华理工大学 | Multi-plane quasi linear energy dissipating damper |
| CN108951906A (en) * | 2018-07-19 | 2018-12-07 | 上海中测行工程检测咨询有限公司 | A kind of energy dissipation apparatus and its installation method of masonry structure key position |
| CN109235684A (en) * | 2018-09-07 | 2019-01-18 | 中国十七冶集团有限公司 | A kind of novel earthquake-proof structure of light house |
-
2011
- 2011-12-21 CN CN2011205376126U patent/CN202370360U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104975663A (en) * | 2014-04-01 | 2015-10-14 | 东华理工大学 | Multi-plane quasi linear energy dissipating damper |
| CN104975663B (en) * | 2014-04-01 | 2018-03-13 | 东华理工大学 | A kind of more plane line of collimation energy-dissipating and shock-absorbing devices |
| CN108951906A (en) * | 2018-07-19 | 2018-12-07 | 上海中测行工程检测咨询有限公司 | A kind of energy dissipation apparatus and its installation method of masonry structure key position |
| CN108951906B (en) * | 2018-07-19 | 2023-10-20 | 上海中测行工程检测咨询有限公司 | Anti-seismic energy consumption device for key parts of masonry structure and installation method of anti-seismic energy consumption device |
| CN109235684A (en) * | 2018-09-07 | 2019-01-18 | 中国十七冶集团有限公司 | A kind of novel earthquake-proof structure of light house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105297941A (en) | Adjustable perforated steel plate damping wall | |
| CN202370360U (en) | Anti-seismic steel window frame of masonry house | |
| CN103967166A (en) | Low-yield-point steel plate shear wall with two connected edges | |
| CN106337502A (en) | Comprehensive connecting structure of multi/high-layer wood structure column, beam and wall and construction method thereof | |
| CN202370387U (en) | Anti-seismic reinforced concrete door frame for masonry buildings | |
| CN103147661B (en) | Reinforced concrete door-window frame and manufacturing and installation method thereof | |
| CN202370119U (en) | Steel concrete connecting beam | |
| CN205100391U (en) | Antidetonation coincide concrete wall | |
| CN203129838U (en) | Reinforced concrete door/window frame | |
| CN202090457U (en) | Shearing earthquake-resistant damper for architectural structure with mild steels in parallel | |
| CN215802240U (en) | House steel construction with resistance to deformation | |
| CN203129641U (en) | Steel roof truss factory building | |
| CN205475859U (en) | Attend lightweight steel wall body of lower floor and floor beam's mounting structure | |
| CN204125931U (en) | Foundation pile structure | |
| CN201358522Y (en) | Combined energy dissipation and shock absorption support structure of wood bamboo-rubber supporting seat | |
| CN211257387U (en) | Damping device convenient to remove and change | |
| CN202416351U (en) | Supporting frame for retaining wall | |
| CN203821629U (en) | Steel plate shear wall with inclined struts | |
| CN202299365U (en) | Vertical main framework structure of attached elevating scaffold | |
| CN210032133U (en) | Special-shaped wood structure system node connecting piece | |
| CN203218297U (en) | Solar cell panel | |
| CN215101331U (en) | Steel structure derrick of elevator | |
| CN203160454U (en) | Frame-type firewall | |
| CN204298992U (en) | A kind of Novel truss-punching steel plate shear wall structure system | |
| CN204531042U (en) | A kind of Windproof anti-seismic building structure |
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 |
Granted publication date: 20120808 Termination date: 20151221 |
|
| EXPY | Termination of patent right or utility model |