CN202280178U - Bilayer profiled steel sheet concrete composite shear wall provided with binding bars - Google Patents
Bilayer profiled steel sheet concrete composite shear wall provided with binding bars Download PDFInfo
- Publication number
- CN202280178U CN202280178U CN2011204246587U CN201120424658U CN202280178U CN 202280178 U CN202280178 U CN 202280178U CN 2011204246587 U CN2011204246587 U CN 2011204246587U CN 201120424658 U CN201120424658 U CN 201120424658U CN 202280178 U CN202280178 U CN 202280178U
- Authority
- CN
- China
- Prior art keywords
- profiled sheet
- double
- bilayer
- interlayer
- shear wall
- 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
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a bilayer profiled steel sheet concrete composite shear wall provided with binding bars, and the bilayer profiled steel sheet concrete composite shear wall comprises a frame column, a frame beam and an intermediate wall body, wherein the wall body comprises the binding bars and a bilayer profiled steel plate, an interlayer is formed between the bilayer profiled steel plate, a concrete wall board with the shape corresponding to that of the interlayer is arranged in the interlayer, the binding bars penetrate through the bilayer profiled steel plate, the concrete wall plate is fastened into the interlayer of the bilayer profiled steel plate by virtue of the binding bars, and multiple binding bars are adopted; and the binding bars penetrate through the trough position of the bilayer profiled steel plate and are arranged in parallel along the vertical direction of the wall body. The bilayer profiled steel sheet concrete composite shear wall provided with the binding bars can be used for solving the problem that a thin steel plate is easy to bend and large in noise when stressed, has the characteristics of high lateral stiffness, good hysteretic behaviour, reasonable stress and the like, and is applicable to a high-rise building structure.
Description
Technical field
The utility model relates to the building structure technology field, relates in particular to the double-deck profiled sheet combined concrete shear wall of belt restraining pull bar.
Background technology
No matter the individual layer steel plate combined shear wall still is the double-layer plate compound shear wall, when adopting plain plate, shearing resistance connecting key and concrete combination, require steel plate thickness bigger, otherwise the flexing trend of steel plate is difficult to prevention, and then compound shear wall usefulness weakens.But vertical load is mainly born by framework in the structure, and compound shear wall is when increasing the whole anti-side rigidity of structure, selects steel plate to seem uneconomical, and market is difficult to accept.So it is a kind of when not increasing cost to press for research, anti-side rigidity is big, reasonable stress, compound shear wall that the hysteresis performance is good.
Summary of the invention
In order to overcome existing shortcoming and defect, the purpose of the utility model is to provide that anti-side rigidity is big, reasonable stress, the double-deck profiled sheet combined concrete shear wall of belt restraining pull bar that the hysteresis performance is good.
The utility model is realized through following technical proposals:
The double-deck profiled sheet combined concrete shear wall of belt restraining pull bar; Comprise that frame columns, frame beam and middle body of wall constitute; Said body of wall comprises binding bar, double-deck profiled sheet, constitutes interlayer between this bilayer profiled sheet, and shape and the corresponding concrete panel of this interlayer are set in interlayer; Said binding bar passes double-deck profiled sheet, and this concrete panel is fastened in the interlayer of double-deck profiled sheet through binding bar.
Said binding bar is many; Said binding bar is passed by the wave trough position of double-deck profiled sheet, and arrangement form is for to arrange along the body of wall vertical direction side by side.
Said frame columns, frame beam are shaped steel, and be integrally welded with shaped steel around the said double-deck profiled sheet.
Said frame beam, frame columns are reinforced concrete member, and be integrally welded through the junction plate that is embedded in frame beam and the frame columns around the said double-deck profiled sheet.
Said binding bar is the bolt that at least one end has traveling nut.
Compared with prior art, the beneficial effect of the utility model is:
1, the easy flexing, hysteresis poor performance, bearing capacity that the has overcome thin steel plate shear wall big shortcoming that descends;
2, body of wall comprises binding bar, double-deck profiled sheet; Constitute interlayer between this bilayer profiled sheet; Shape and the corresponding concrete panel of this interlayer are set in interlayer; Said binding bar passes double-deck profiled sheet, and this concrete panel is fastened in the interlayer of double-deck profiled sheet through binding bar; Binding bar closely links concrete panel and profiled sheet and co-operation; Binding bar, profiled sheet can form constraint to concrete panel; Effectively improve the stress performance of concrete panel, avoid peeling off too early after the concrete panel pressurized damage and deactivate.
3, binding bar adopts bolt to connect, easy construction, and power transmission mechanism is clearer and more definite, is beneficial to theory analysis; When having avoided employing stiffening rib or peg, difficulty of construction reaches welding connecting mode greatly, may cause damage to a certain degree to the less profiled sheet of thickness, forms the shortcoming that stress is concentrated easily in the commissure.
4, concrete panel is the interlayer concrete filled between double-deck profiled sheet; Treat to constitute identical with interlayer or the corresponding concrete panel of shape after the concrete setting; The concrete panel of this structure can stop the inside flexing of profiled sheet effectively and stop the setback curved surface of profiled sheet to be evened up, and binding bar can be postponed the outward bulge song of profiled sheet effectively, thereby realizes profiled sheet and concrete cooperative bearing; Increase the anti-side rigidity of structure, the hysteresis performance improves.
5, profiled sheet is arranged in the external surface of member, and profiled sheet is in the elastic force balance state under the normal operating condition, external crack or flexing can not occur, can not impact building or decorative appearance.
6, easy construction and can save template can be adopted contrary sequence method, accelerating construction progress; Binding bar is arranged in the groove of profiled sheet in addition, can avoid the drag link end drag link end to give prominence to metope.
Description of drawings
Fig. 1 is first kind of structural representation of the utility model;
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is second kind of structural representation of the utility model;
Fig. 4 is the A-A sectional view of Fig. 3.
The specific embodiment
Do further detailed explanation in the face of the specific embodiment of the utility model down, but the embodiment of the utility model is not limited thereto.
Like Fig. 1, shown in Figure 2; The double-deck profiled sheet combined concrete shear wall of the utility model belt restraining pull bar mainly is made up of frame columns 1, frame beam 2 and middle body of wall, and body of wall comprises binding bar 4, double-deck profiled sheet 3; Constitute interlayer between this bilayer profiled sheet 3; In interlayer, be provided with the corresponding concrete panel 5 of shape and this interlayer, said binding bar 4 passes double-deck profiled sheet 3, and this concrete panel 5 is fastened in the interlayer of double-deck profiled sheet 3 through binding bar 4.Frame columns, frame beam can adopt shaped steel, and be integrally welded with shaped steel around the said double-deck profiled sheet.Concrete panel 5 is the interlayer concrete filleds between double-deck profiled sheet 3; Treat to constitute identical with interlayer or the corresponding concrete panel 5 of shape after the concrete setting; The concrete panel 5 of this structure can stop the inside flexing of profiled sheet effectively and stop the setback curved surface of profiled sheet to be evened up, and binding bar 4 can be postponed the outward bulge song of profiled sheet effectively, thereby realizes profiled sheet and concrete cooperative bearing; Increase the anti-side rigidity of structure, the hysteresis performance improves.
Said binding bar 4 is many; Said binding bar 4 is passed by the wave trough position (like Fig. 2) of double-deck profiled sheet 3, and arrangement form can be arranged along the body of wall vertical direction side by side.Binding bar 4 closely links concrete panel 5 and double-deck profiled sheet 3 and co-operation; Binding bar 4, double-deck profiled sheet 4 can form constraint to concrete panel 4; Effectively improve the stress performance of concrete panel 5, avoid peeling off too early after the concrete panel 5 pressurizeds damages and deactivate.
Said frame columns, frame beam are shaped steel, and be integrally welded with shaped steel around the said double-deck profiled sheet.
Said binding bar is the bolt that at least one end has traveling nut, and it is fixing to adopt bolt to connect, easy construction, and power transmission mechanism is clearer and more definite, is beneficial to theory analysis; When having avoided employing stiffening rib or peg, difficulty of construction reaches welding connecting mode greatly, may cause damage to a certain degree to the less profiled sheet of thickness, forms the shortcoming that stress is concentrated easily in the commissure.
Present embodiment is except that following characteristics, and other characteristics are identical with embodiment 1.
Like Fig. 3, shown in Figure 4, said frame beam, frame columns are reinforced concrete member, and be integrally welded through the junction plate that is embedded in frame beam and the frame columns around the double-deck profiled sheet 3.
The utility model reasonable stress, easy construction is simple, and the hysteresis performance is good, is applicable to the highrise building knot
Structure.Just can realize this patent preferably as stated.
Claims (5)
1. the double-deck profiled sheet combined concrete shear wall of belt restraining pull bar; Comprise that frame columns, frame beam and middle body of wall constitute; It is characterized in that: said body of wall comprises binding bar, double-deck profiled sheet, constitutes interlayer between this bilayer profiled sheet, and shape and the corresponding concrete panel of this interlayer are set in interlayer; Said binding bar passes double-deck profiled sheet, and this concrete panel is fastened in the interlayer of double-deck profiled sheet through binding bar.
2. the double-deck profiled sheet combined concrete shear wall of belt restraining pull bar according to claim 1, it is characterized in that: said binding bar is many; Said binding bar is passed by the wave trough position of double-deck profiled sheet, and arrangement form is for to arrange along the body of wall vertical direction side by side.
3. according to claim 1 or the double-deck profiled sheet combined concrete shear wall of 2 described belt restraining pull bars, it is characterized in that: said frame columns, frame beam are shaped steel, and be integrally welded with shaped steel around the said double-deck profiled sheet.
4. according to claim 1 or the double-deck profiled sheet combined concrete shear wall of 2 described belt restraining pull bars; It is characterized in that: said frame beam, frame columns are reinforced concrete member, and be integrally welded through the junction plate that is embedded in frame beam and the frame columns around the said double-deck profiled sheet.
5. according to claim 1 or the double-deck profiled sheet combined concrete shear wall of 2 described belt restraining pull bars, it is characterized in that: said binding bar is the bolt that at least one end has traveling nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204246587U CN202280178U (en) | 2011-10-31 | 2011-10-31 | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204246587U CN202280178U (en) | 2011-10-31 | 2011-10-31 | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202280178U true CN202280178U (en) | 2012-06-20 |
Family
ID=46226352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204246587U Expired - Fee Related CN202280178U (en) | 2011-10-31 | 2011-10-31 | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202280178U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN103835410A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete and construction method thereof |
| CN103938762A (en) * | 2014-02-24 | 2014-07-23 | 河北杭萧钢构有限公司 | Steel tube bundle composite structure shear wall with groove ribs |
| CN106013503A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Two-side large deformation anti-cracking anti-explosion wall |
| CN106760027A (en) * | 2016-11-30 | 2017-05-31 | 常州工学院 | Regeneration concrete faced wall and preparation method thereof is filled out in a kind of profiled sheet |
-
2011
- 2011-10-31 CN CN2011204246587U patent/CN202280178U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN103835410A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete and construction method thereof |
| CN103938762A (en) * | 2014-02-24 | 2014-07-23 | 河北杭萧钢构有限公司 | Steel tube bundle composite structure shear wall with groove ribs |
| CN106013503A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Two-side large deformation anti-cracking anti-explosion wall |
| CN106013503B (en) * | 2016-06-21 | 2018-11-27 | 沈阳建筑大学 | Bilateral large deformation cracking resistance blast wall |
| CN106760027A (en) * | 2016-11-30 | 2017-05-31 | 常州工学院 | Regeneration concrete faced wall and preparation method thereof is filled out in a kind of profiled sheet |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102444223A (en) | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods | |
| CN202280178U (en) | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars | |
| CN207686136U (en) | A kind of steel-concrete composite beam for arranging multidirectional reinforcing bar | |
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN202108134U (en) | Novel section steel plate shear wall | |
| CN102444224A (en) | Concrete composite shear wall | |
| CN102758494B (en) | Composite steel plate shear wall with angle steel | |
| CN205063126U (en) | Belted steel pipe truss superimposed sheet | |
| CN102182141B (en) | Longitudinal non-shearing-resistant T-shaped anti-pulling connecting piece and construction method thereof | |
| CN202298983U (en) | Concrete composite shear wall | |
| CN202039478U (en) | Light-weight restrained steel plate wall with vertical slits | |
| WO2010122177A3 (en) | A construction system | |
| CN206625402U (en) | A kind of side intersection of cracking is put more energy into profiled sheet shear wall | |
| CN102839773A (en) | Concrete composite slab floorslab with shear key and prefabricated construction and construction method | |
| CN104032832B (en) | A kind of post-stressed bamboo-wood structure framework | |
| CN101982625B (en) | Shear wall composed of multilayer steel plates | |
| CN202090278U (en) | T-shaped anti-pulling connector with no resistance to longitudinal shearing force | |
| CN203145250U (en) | Integrally assembled composite partition wall seamless mounting structure | |
| CN202390981U (en) | Combined floor slab | |
| CN201206293Y (en) | Wide span pre-stress hollow superimposed sheet | |
| CN201962604U (en) | Fiber reinforce plastic (FRP) combined plate | |
| CN203188112U (en) | Steel-concrete rigid-connection combined beam | |
| CN203160126U (en) | FRP-concrete composite bridge panel | |
| CN202194255U (en) | Quake-proof drainage prefabricated plate | |
| CN201212125Y (en) | Arch bridge of box shaped main arch ring inlaid with reinforced concrete slab |
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: 20120620 Termination date: 20141031 |
|
| EXPY | Termination of patent right or utility model |