CN101705728A - Wavelike steel webplate shear wall structure - Google Patents
Wavelike steel webplate shear wall structure Download PDFInfo
- Publication number
- CN101705728A CN101705728A CN200910153855A CN200910153855A CN101705728A CN 101705728 A CN101705728 A CN 101705728A CN 200910153855 A CN200910153855 A CN 200910153855A CN 200910153855 A CN200910153855 A CN 200910153855A CN 101705728 A CN101705728 A CN 101705728A
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- Prior art keywords
- steel webplate
- wavelike steel
- reinforced concrete
- wavelike
- webplate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 151
- 239000010959 steel Substances 0.000 title claims abstract description 151
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 47
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 150000001875 compounds Chemical class 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 238000002360 preparation method Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 229910052710 silicon Inorganic materials 0.000 claims description 5
- 239000010703 silicon Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 230000002929 anti-fatigue Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 5
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 4
- 241001669679 Eleotris Species 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000000873 masking effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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Abstract
The invention belongs to the technical field of buildings, in particular a wavelike steel webplate shear wall structure, comprising a wavelike steel webplate and reinforced concrete beam columns arranged at the two ends of the wavelike steel webplate. 50-500 micrometer roughness is prepared on the surface of the wavelike steel webplate; the wavelike steel webplate and a steel plate arranged in each reinforced concrete beam column are welded together, and the wavelike steel webplate is vertical to a plane in which the steel plate is located; rivets are arranged on the steel plate and completely cast in the reinforced concrete beam columns. In the invention, the wavelilke steel webplate is adopted to replace a reinforced concrete wall at the original position, thereby reducing the dead weight of a building and the foundation material consumption, greatly improving the earthquake resisting capacity of the building, remarkably improving the space utilization rate of the houses and improving the buildable height of the building. The combined structure of the wavelilke steel webplate shear wall has the advantages of easy manufacture and on-site construction as well as higher structure integrity, shear resisting capability, rigidity and antifatigue property.
Description
Technical field
The invention belongs to technical field of buildings, relate in particular to a kind of Wavelike steel webplate shear wall structure.
Background technology
Present high building structure generally adopts steel work or steel concrete combination construction, the most frequently used in the highrise building is outer steel frame-inner concrete core tube or shear wall structure, or in steel concrete core tube or shear wall, shaped steel is set, constitute the steel reinforced concrete shear wall, such as, application number is 200710045637.2 patent of invention, the applying date is on September 6th, 2007, the day for announcing is on July 30th, 2008, publication number is CN101230602A, name is called the patent of invention of a kind of steel reinforced concrete compound shear wall and job practices, the body of wall reinforcing bar adopts way and double-layer to arrange, be furnished with the edge sleeper in the body of wall, dark beam in edge and dark the support, two edge sleeper lay respectively at two ends up and down, and the steel column of edge sleeper disposes along the body of wall width, the section steel beam of the dark beam in edge disposes along the body of wall short transverse, adopt between steel column and the section steel beam to be rigidly connected, form structural steel frame, shaped steel, oblique anti-the bending secretly that reinforcing bar and concrete material collaborative work form in the body of wall supported.Above-mentioned technology can reach certain supporting capacity, but, the shearing resistance effect of structural steel frame is general, in the building course of highrise building, and this structure more complicated, consumptive material is bigger, increased structural weight per square meter, made the free space in room reduce, the height and the number of plies of its highrise building are restricted, shock resistance weakens, and has caused certain difficulty for applying with economy of urban construction highrise building.
Summary of the invention
The present invention is directed to complex structure in the prior art, the shearing resistance DeGrain, consumptive material is big, has increased structural weight per square meter, thereby has influenced the shortcomings such as construction height of highrise building, a kind of reinforced concrete wall that adopts Wavelike steel webplate to replace original position is provided, reduce structural weight per square meter, reduced basic consumptive material, improved shock resistance greatly, obviously improve the space availability ratio in house, but improved the Wavelike steel webplate shear wall structure of the construction height of building.
In order to solve the problems of the technologies described above, the present invention is solved by following technical proposals:
Wavelike steel webplate shear wall structure, comprise Wavelike steel webplate and the reinforced concrete beam column that is arranged on the Wavelike steel webplate two ends, the surface preparation of Wavelike steel webplate the roughness of 50 μ m-500 μ m, Wavelike steel webplate and the steel plate welding that is arranged in the reinforced concrete beam column, Wavelike steel webplate is vertical with plane, steel plate place, steel plate is provided with rivet, and rivet pours in the reinforced concrete beam column fully.Because above-mentioned design replaces the reinforced concrete wall of original position with Wavelike steel webplate, greatly reduces structural weight per square meter, has reduced the consumption of material, but has improved the construction height of highrise building.
As preferably, the surface of described Wavelike steel webplate is provided with binding film, and binding film is made up of the phosphide of iron and the compound of silicon.Binding film is that a kind of phosphide and masking liquid of the compound of silicon based on iron is sprayed on the surface of Wavelike steel webplate by the method that adopts spraying or brushing, thereby masking liquid and Wavelike steel webplate surface generation chemical reaction are attached on the Wavelike steel webplate and form.Conjunctival thickness is 3 μ m-50 μ m, main component is the phosphide of iron and the compound of silicon, wherein the phosphide of iron helps the Wavelike steel webplate connection that main component is an iron, and the compound of silicon helps being connected with concrete, has improved connection stability between Wavelike steel webplate and the reinforced concrete beam column.
As preferably, described steel plate is cast in the surface of reinforced concrete beam column.In actual building course, above-mentioned design is cast in steel plate the surface of cylinder when building reinforced concrete beam column, and Wavelike steel webplate can have been simplified operational sequence building construction in later period, has improved the efficient of building.
As preferably, described steel plate pours in the reinforced concrete beam column in the lump with the portion waveshape steel web plate that is connected with steel plate.Wavelike steel webplate and reinforced concrete beam column coupling part are provided with peg, and peg pours in the reinforced concrete beam column fully.The contact surface that above-mentioned design has strengthened between Wavelike steel webplate and the reinforced concrete beam column is long-pending, has improved Wavelike steel webplate and reinforced concrete beam column connection stability.
As preferably, described Wavelike steel webplate is made up of polylith Wavelike steel webplate daughter board, connects by bolt between the Wavelike steel webplate daughter board.Perhaps, between the Wavelike steel webplate daughter board by being welded to connect.Above-mentioned design is transported to Wavelike steel webplate behind the building site according to actual needs by factory in batches, and each Wavelike steel webplate is coupled together, and has very high practicality.
As preferably, described Wavelike steel webplate is broken line shape or arc, can select to be processed into different waveforms according to the practice of construction needs.
The present invention is owing to adopted above technical scheme, has significant technique effect: adopt Wavelike steel webplate to replace the reinforced concrete wall of original position, reduced structural weight per square meter, reduced basic consumptive material, improve shock resistance greatly, obviously improved the space availability ratio in house, but improved the construction height of building, the combining structure of Wavelike steel webplate shear wall, making and site operation realize that easily structural integrity, shear resistance, rigidity and anti-fatigue performance are higher.
Description of drawings
Fig. 1 is the overall structure schematic diagram of embodiment 1.
Fig. 2 is the schematic diagram of Fig. 1 shear wall structure.
Fig. 3 is the structural representation of embodiment 2.
Fig. 4 is the structural representation of Wavelike steel webplate.
The toponym that each number designation referred in the above accompanying drawing is as follows: wherein 1-Wavelike steel webplate, 2-reinforced concrete beam column, 3-steel plate, 4-rivet, 5-bolt, 6-peg, 11-Wavelike steel webplate daughter board.
The specific embodiment
Below in conjunction with accompanying drawing 1 to the accompanying drawing 4 and the specific embodiment the present invention is described in further detail:
Wavelike steel webplate shear wall structure, shown in Fig. 1,2,4, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, the surface preparation of Wavelike steel webplate 1 roughness of 60 μ m, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, steel plate 3 is cast in the surface of reinforced concrete beam column 2, and Wavelike steel webplate 1 is vertical with plane, steel plate 3 place, steel plate 3 is provided with rivet 4, and rivet 4 pours in the reinforced concrete beam column 2 fully.Wavelike steel webplate 1 is made up of polylith Wavelike steel webplate daughter board 11, connects by bolt 5 between the Wavelike steel webplate daughter board 11.
Wavelike steel webplate shear wall structure, shown in Fig. 1,2,4, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, the surface preparation of Wavelike steel webplate 1 roughness of 400 μ m, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, steel plate 3 is cast in the surface of reinforced concrete beam column 2, and Wavelike steel webplate 1 is vertical with plane, steel plate 3 place, steel plate 3 is provided with rivet 4, and rivet 4 pours in the reinforced concrete beam column 2 fully.Wavelike steel webplate 1 is made up of polylith Wavelike steel webplate daughter board 11, connects by bolt 5 between the Wavelike steel webplate daughter board 11.
Wavelike steel webplate shear wall structure, as Fig. 1,2, shown in 3, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, the surface preparation of Wavelike steel webplate 1 roughness of 60 μ m, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, Wavelike steel webplate 1 pours in the reinforced concrete beam column 2 in the lump with the coupling part of steel plate 3, Wavelike steel webplate 1 is vertical with plane, steel plate 3 place, Wavelike steel webplate 1 is provided with peg 6 with reinforced concrete beam column 2 coupling parts, and peg 6 pours in the reinforced concrete beam column 2 fully.Wavelike steel webplate 1 is made up of polylith Wavelike steel webplate daughter board 11, between the Wavelike steel webplate daughter board 11 by being welded to connect.
Wavelike steel webplate shear wall structure, as Fig. 1,2, shown in 3, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, the surface preparation of Wavelike steel webplate 1 roughness of 400 μ m, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, Wavelike steel webplate 1 pours in the reinforced concrete beam column 2 in the lump with the coupling part of steel plate 3, Wavelike steel webplate 1 is vertical with plane, steel plate 3 place, Wavelike steel webplate 1 is provided with peg 6 with reinforced concrete beam column 2 coupling parts, and peg 6 pours in the reinforced concrete beam column 2 fully.Wavelike steel webplate 1 is made up of polylith Wavelike steel webplate daughter board 11, between the Wavelike steel webplate daughter board 11 by being welded to connect.
In addition, the present invention has more than the planform of specific embodiment in limitation the foregoing description, and wherein, the shape of Wavelike steel webplate can be broken line type, camber, camber and the combined form of broken line camber.
In a word, the above only is preferred embodiment of the present invention, and all equalizations of being done according to the present patent application claim change and modify, and all should belong to the covering scope of patent of the present invention.
Claims (9)
1. Wavelike steel webplate shear wall structure, comprise Wavelike steel webplate (1) and be arranged on the reinforced concrete beam column (2) at Wavelike steel webplate (1) two ends, it is characterized in that: the surface preparation of described Wavelike steel webplate (1) roughness of 50 μ m-500 μ m, Wavelike steel webplate (1) and steel plate (3) welding that is arranged in the reinforced concrete beam column (2), Wavelike steel webplate (1) is vertical with steel plate (3) plane, place, steel plate (3) is provided with rivet (4), and rivet (4) pours in the reinforced concrete beam column (2) fully.
2. corrugated steel web reinforced concrete combined structure according to claim 1 is characterized in that: the surface of described Wavelike steel webplate (1) is provided with binding film, and binding film is made up of the phosphide of iron and the compound of silicon.
3. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described steel plate (3) is cast in the surface of reinforced concrete beam column (2).
4. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described Wavelike steel webplate (1) pours in the reinforced concrete beam column (2) in the lump with the coupling part of steel plate (3).
5. Wavelike steel webplate shear wall structure according to claim 4 is characterized in that: described Wavelike steel webplate (1) is provided with peg (6) with reinforced concrete beam column (2) coupling part, and peg (6) pours in the reinforced concrete beam column (2) fully.
6. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described Wavelike steel webplate (1) is made up of polylith Wavelike steel webplate daughter board (11), connects by bolt (5) between the Wavelike steel webplate daughter board (11).
7. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described Wavelike steel webplate (1) is made up of polylith Wavelike steel webplate daughter board (11), between the Wavelike steel webplate daughter board (11) by being welded to connect.
8. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described Wavelike steel webplate (1) is a circular arc.
9. Wavelike steel webplate shear wall structure according to claim 1 is characterized in that: described Wavelike steel webplate (1) is a broken line type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101538557A CN101705728B (en) | 2009-11-16 | 2009-11-16 | Wavelike steel webplate shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101538557A CN101705728B (en) | 2009-11-16 | 2009-11-16 | Wavelike steel webplate shear wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101705728A true CN101705728A (en) | 2010-05-12 |
| CN101705728B CN101705728B (en) | 2011-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009101538557A Expired - Fee Related CN101705728B (en) | 2009-11-16 | 2009-11-16 | Wavelike steel webplate shear wall structure |
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| Country | Link |
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| CN (1) | CN101705728B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN103437462A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Corrugated sheet steel shear wall provided with slot type connecting key |
| CN108204039A (en) * | 2018-02-01 | 2018-06-26 | 福建工程学院 | A kind of assembled architecture truss structure |
| CN109898699A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of fabricated ripple type steel plate shear wall structure and its construction method |
-
2009
- 2009-11-16 CN CN2009101538557A patent/CN101705728B/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN101922187B (en) * | 2010-07-16 | 2012-05-23 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN103437462A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Corrugated sheet steel shear wall provided with slot type connecting key |
| CN108204039A (en) * | 2018-02-01 | 2018-06-26 | 福建工程学院 | A kind of assembled architecture truss structure |
| CN109898699A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of fabricated ripple type steel plate shear wall structure and its construction method |
| CN109898699B (en) * | 2019-03-22 | 2024-01-30 | 中南大学 | Assembled corrugated steel plate shear wall structure and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN101705728B (en) | 2011-07-27 |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG CTB CORRUGATED STEEL WEB CO., LTD. Free format text: FORMER OWNER: SUN TIANMING Effective date: 20130313 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 311201 HANGZHOU, ZHEJIANG PROVINCE TO: 314422 HANGZHOU, ZHEJIANG PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20130313 Address after: 314422, No. 168-2, village, town, Hangzhou, Xiaoshan District, Zhejiang Patentee after: Zhejiang Tunnel and Bridge of China Waveform Steel Web Plate Co.,Ltd. Address before: 311201, No. 144, heart road, Xiaoshan District, Zhejiang, Hangzhou Patentee before: Sun Tianming |
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| 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: 20110727 |