CN201531071U - Shearing wall structure of corrugated steel web plate - Google Patents
Shearing wall structure of corrugated steel web plate Download PDFInfo
- Publication number
- CN201531071U CN201531071U CN2009202000392U CN200920200039U CN201531071U CN 201531071 U CN201531071 U CN 201531071U CN 2009202000392 U CN2009202000392 U CN 2009202000392U CN 200920200039 U CN200920200039 U CN 200920200039U CN 201531071 U CN201531071 U CN 201531071U
- Authority
- CN
- China
- Prior art keywords
- wavelike steel
- steel webplate
- reinforced concrete
- web plate
- corrugated steel
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 123
- 239000010959 steel Substances 0.000 title claims abstract description 123
- 238000010008 shearing Methods 0.000 title abstract description 5
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 7
- 230000002929 anti-fatigue Effects 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 241001669679 Eleotris Species 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the technical field of construction, and particularly relates to a shearing wall structure of a corrugated steel web plate, comprising a corrugated steel web plate and reinforced concrete beam columns arranged at the two ends of the corrugated steel web plate; the corrugated steel web plate is welded with a steel plate arranged in the reinforced concrete beam columns; the corrugated steel web plate is vertical to the plane where the steel plate is located; the connecting parts of the corrugated steel web plate and the reinforced concrete beam columns are provided with anchoring holes which are internally provided with steel bars; the steel bars are vertical to the plane where the corrugated steel web plate is located; the steel plate is provided with rivets; and the steel plate, the rivets and the steel bars are completely cast into the reinforced concrete beam columns. As the corrugated steel web plate is adopted to replace the reinforced concrete wall body of the original position, the shearing wall structure reduces the self weight of the building, reduces the basic material consumption, improves the earthquake-proof capacity and space utilization ratio of the houses, improves the constructible height of the building, is easy to realize combination structure, manufacture and on-site construction of the corrugated steel web plate and has higher structural integrity, rigidity and anti-fatigue performance.
Description
Technical field
The utility model belongs to technical field of buildings, relates in particular to the shear wall structure of Wavelike steel webplate.
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 utility model is at 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 utility model is solved by following technical proposals:
The shear wall structure of Wavelike steel webplate, comprise Wavelike steel webplate and the reinforced concrete beam column that is arranged on the Wavelike steel webplate two ends, 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, Wavelike steel webplate and reinforced concrete beam column coupling part are provided with anchor hole, reinforcing bar is set in the anchor hole, reinforcing bar is vertical with plane, Wavelike steel webplate place, steel plate is provided with rivet, and steel plate, rivet and reinforcing bar pour in the reinforced concrete beam column fully.Above-mentioned design adopts Wavelike steel webplate to replace the reinforced concrete wall of original position, reduced structural weight per square meter, reduced basic consumptive material, improved 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, healthy ability, rigidity and anti-fatigue performance are higher.
As preferably, the surface of described Wavelike steel webplate is provided with binding film.Above-mentioned design has improved connection stability between Wavelike steel webplate and the reinforced concrete beam column.
As preferably, the Wavelike steel webplate in the described reinforced concrete beam column is provided with peg.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, between the Wavelike steel webplate daughter board by bolt or be 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 utility model 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 structural representation of embodiment 1.
Fig. 2 is the part-structure schematic diagram of Fig. 2.
Fig. 3 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, 7-anchor hole, 8-reinforcing bar, 11-Wavelike steel webplate daughter board.
The specific embodiment
Below in conjunction with accompanying drawing 1 to the accompanying drawing 3 and the specific embodiment the utility model is described in further detail:
Embodiment 1
The shear wall structure of Wavelike steel webplate, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, the surface of Wavelike steel webplate 1 is provided with binding film, Wavelike steel webplate 1 is made up of polylith Wavelike steel webplate daughter board 11, connect by bolt 5 between the Wavelike steel webplate daughter board 11, Wavelike steel webplate 1 is vertical with plane, steel plate 3 place, Wavelike steel webplate 1 in the reinforced concrete beam column 2 is provided with peg 6, Wavelike steel webplate 1 is provided with anchor hole 7 with reinforced concrete beam column 2 coupling parts, reinforcing bar 8 is set in the anchor hole 7, reinforcing bar 8 is vertical with plane, Wavelike steel webplate 1 place, steel plate 3 is provided with rivet 4, steel plate 3, rivet 4 and reinforcing bar 8 pour in the reinforced concrete beam column 2 fully.
The shear wall structure of Wavelike steel webplate, comprise Wavelike steel webplate 1 and the reinforced concrete beam column 2 that is arranged on Wavelike steel webplate 1 two ends, Wavelike steel webplate 1 and steel plate 3 welding that are arranged in the reinforced concrete beam column 2, the surface of Wavelike steel webplate 1 is provided with binding film, 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 1 is vertical with plane, steel plate 3 place, Wavelike steel webplate 1 in the reinforced concrete beam column 2 is provided with peg 6, Wavelike steel webplate 1 is provided with anchor hole 7 with reinforced concrete beam column 2 coupling parts, reinforcing bar 8 is set in the anchor hole 7, reinforcing bar 8 is vertical with plane, Wavelike steel webplate 1 place, steel plate 3 is provided with rivet 4, steel plate 3, rivet 4 and reinforcing bar 8 pour in the reinforced concrete beam column 2 fully.
In addition, the utility model 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 shape, camber, camber and the combined form of broken line camber.
In a word, the above only is preferred embodiment of the present utility model, and all equalizations of being done according to the utility model claim change and modify, and all should belong to the covering scope of the utility model patent.
Claims (7)
1. the shear wall structure of Wavelike steel webplate, 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: described 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, Wavelike steel webplate (1) is provided with anchor hole (7) with reinforced concrete beam column (2) coupling part, reinforcing bar (8) is set in the anchor hole (7), reinforcing bar (8) is vertical with Wavelike steel webplate (1) plane, place, steel plate (3) is provided with rivet (4), steel plate (3), rivet (4) and reinforcing bar (8) pour in the reinforced concrete beam column (2) fully.
2. the shear wall structure of Wavelike steel webplate according to claim 1, it is characterized in that: the surface of described Wavelike steel webplate (1) is provided with binding film.
3. the shear wall structure of Wavelike steel webplate according to claim 1 is characterized in that: the Wavelike steel webplate (1) in the described reinforced concrete beam column (2) is provided with peg (6).
4. the shear wall structure of Wavelike steel webplate according to claim 1, it 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).
5. the shear wall structure of Wavelike steel webplate according to claim 1, it 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.
6. the shear wall structure of Wavelike steel webplate according to claim 1, it is characterized in that: described Wavelike steel webplate (1) is a broken line type.
7. the shear wall structure of Wavelike steel webplate according to claim 1, it is characterized in that: described Wavelike steel webplate (1) is a camber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202000392U CN201531071U (en) | 2009-11-16 | 2009-11-16 | Shearing wall structure of corrugated steel web plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202000392U CN201531071U (en) | 2009-11-16 | 2009-11-16 | Shearing wall structure of corrugated steel web plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201531071U true CN201531071U (en) | 2010-07-21 |
Family
ID=42526475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202000392U Expired - Lifetime CN201531071U (en) | 2009-11-16 | 2009-11-16 | Shearing wall structure of corrugated steel web plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201531071U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
| CN115584807A (en) * | 2022-10-19 | 2023-01-10 | 西安建筑科技大学 | Cold-formed steel prefabricated PEC column with PBL shear key-corrugated steel plate shear wall |
-
2009
- 2009-11-16 CN CN2009202000392U patent/CN201531071U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
| CN115584807A (en) * | 2022-10-19 | 2023-01-10 | 西安建筑科技大学 | Cold-formed steel prefabricated PEC column with PBL shear key-corrugated steel plate shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201991083U (en) | Beam column node of composite structural system of steel and concrete | |
| CN109680835B (en) | Self-supporting precast concrete wallboard, concrete wall, structural system and construction method | |
| CN201671226U (en) | Expanded cross-shaped steel SRC column with flange | |
| CN101705728B (en) | Wavelike steel webplate shear wall structure | |
| CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
| CN203049788U (en) | Novel dual-base-plate rigid connection column base joint of concrete filled steel tubular column | |
| CN201531071U (en) | Shearing wall structure of corrugated steel web plate | |
| CN202706255U (en) | A kind of unbonded concealed braced reinforced concrete frame shear wall | |
| CN102182276A (en) | Mega column in shape of double Chinese characters ya and manufacturing method thereof | |
| CN205134660U (en) | Light steel concrete slab post structure of prefabricated assembly | |
| CN203296203U (en) | Reinforced-concrete-fitted seismic isolation node and fitted seismic isolation structure with reinforced-concrete-fitted seismic isolation node | |
| CN202519813U (en) | Concealed bracing energy-intensive low shear wall structure system with built-in steel plates and steel bars | |
| CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
| CN202157409U (en) | Novel energy-saving steel-structure assembly | |
| CN105275120A (en) | Prefabricated light steel concrete plate column structure and construction method thereof | |
| CN208167965U (en) | A kind of prefabricated assembled bean column node construction with connector | |
| CN202055413U (en) | Huge column shaped like double Chinese character YA | |
| CN108643356B (en) | A prefabricated coal gangue ceramsite concrete beam-column joint structure | |
| CN202090457U (en) | Shearing earthquake-resistant damper for architectural structure with mild steels in parallel | |
| CN108412085B (en) | Steel reinforced concrete shear walls edge member and method of construction | |
| CN202767281U (en) | Assembly type reinforced concrete combination back wall | |
| CN216552933U (en) | Cold-formed steel supporting beam framework | |
| CN202164740U (en) | Steel-concrete composite truss beam | |
| CN206829370U (en) | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure | |
| CN213539882U (en) | A CFST column H steel beam supports the middle node of the π-shaped connecting side column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: YINGDU BRIDGE STEEL STRUCTURE ENGINEER CO., LTD. Free format text: FORMER OWNER: SUN TIANMING Effective date: 20110406 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 311201 NO. 144, SHIXIN MIDDLE ROAD, XIAOSHAN DISTRICT, HANGZHOU CITY, ZHEJIANG PROVINCE TO: 314422 NO. 48, QICHAO ROAD, CHANG'AN TOWN (AGRICULTURE DEVELOPMENT ZONE), HAINING CITY, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110406 Address after: Changan Town, Zhejiang city of Haining province (314422 agricultural areas) and tide Road No. 48 Patentee after: Yingdu Bridge Steel Structure Engineering Co., Ltd. Address before: 311201, No. 144, heart road, Xiaoshan District, Zhejiang, Hangzhou Patentee before: Sun Tianming |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100721 |