CN212248892U - Corrugated web for building - Google Patents
Corrugated web for building Download PDFInfo
- Publication number
- CN212248892U CN212248892U CN202020406362.1U CN202020406362U CN212248892U CN 212248892 U CN212248892 U CN 212248892U CN 202020406362 U CN202020406362 U CN 202020406362U CN 212248892 U CN212248892 U CN 212248892U
- Authority
- CN
- China
- Prior art keywords
- plate
- strengthening rib
- corrugated
- web
- lower wing
- 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
- 238000005728 strengthening Methods 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 239000010410 layer Substances 0.000 claims description 28
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 6
- 239000004917 carbon fiber Substances 0.000 claims description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 210000001364 upper extremity Anatomy 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims 6
- 230000000694 effects Effects 0.000 abstract description 4
- 230000000149 penetrating effect Effects 0.000 description 2
- 240000006394 Sorghum bicolor Species 0.000 description 1
- 235000011684 Sorghum saccharatum Nutrition 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Images
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model provides a wave form web for building relates to building technical field, including upper wing roof and lower wing roof, upper wing roof and lower wing roof are the vertical direction setting, fixed curb plate and center pillar of fixedly connected with between upper wing roof and the lower wing roof, the both sides rigidity of center pillar is connected with the wave form board, and the fixed surface position of center pillar is provided with first back up coat, and the fixed surface position of wave form board is connected with the second back up coat, and the surface of wave form board runs through and is provided with first strengthening rib and second strengthening rib. The utility model discloses a be located the wave plate of upper wing roof and lower wing roof both sides position, strengthen crushing resistance and structural strength between upper wing roof and the lower wing roof, have good atress effect, through first back up coat, strengthen the structural strength of center pillar, set up the second back up coat through the slope, thicken the layer body structure of wave plate to improve the crushing resistance of wave plate.
Description
Technical Field
The utility model relates to a building technical field, more specifically relates to a corrugated web for building.
Background
The beam structure is usually an I-beam and comprises a vertical web plate and an upper flange plate and a lower flange plate which are parallel to each other, the common web plate is a flat web plate, but the shear buckling strength and the shear bearing capacity of the web plate are all required to be improved, the corrugated web plate beam has the advantage of high shear buckling strength, and the beam can obtain higher shear bearing capacity by adopting a corrugated plate with smaller thickness, so that the bearing capacity of the sorghum structure can be effectively improved, and the self weight of equipment can be reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of proposing in the above-mentioned background art to provide a corrugated web for building.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a wave form web for building, including upper wing roof and lower wing roof, upper wing roof and lower wing roof are the vertical direction setting, fixed side plate and center pillar of fixedly connected with between upper wing roof and the lower wing roof, the both sides fixed connection of center pillar has the wave form board, the fixed first back up coat that is provided with in surface position of center pillar, the fixed second back up coat that is connected with in surface position of wave form board, the surface of wave form board runs through and is provided with first strengthening rib and second strengthening rib, the both ends and the fixed curb plate of first strengthening rib and second strengthening rib run through the setting, through first strengthening rib and second strengthening rib, strengthen the structural strength of wave form board, the bearing capacity of wave form board has been improved.
Preferably, the fixed side plate is fixedly connected to two side positions of the upper wing top plate and the lower wing top plate, and is connected with the top plate and the bottom plate structure.
Preferably, the middle column is located at the middle position between the upper wing top plate and the lower wing top plate and serves as a main structure.
Preferably, the corrugated plate is of a double-layer structure, and the two end positions of the corrugated plate are connected with the upper wing top plate and the lower wing top plate in a jogged mode.
Preferably, the first reinforcing layers are positioned on two sides of the surface of the middle column and are arranged in pairs, and the number of the first reinforcing layers is two.
Preferably, the second reinforcing layer is obliquely arranged and is positioned on the surface of the corrugated plate at the position of the inclined surface.
Preferably, the first reinforcing layer is a carbon fiber layer embedded in one third of the surface layer structure of the middle column.
Preferably, first strengthening rib and second strengthening rib run through wave plate surface protruding position, are the arc setting, and first strengthening rib and second strengthening rib are relative arc setting, and first strengthening rib and second strengthening rib are metal or carbon fiber material
Preferably, the two end positions of the second reinforcing layer abut against the two end positions of the inclined surface of the corrugated plate.
The utility model provides a corrugated web for building has following beneficial effect:
1. this kind of corrugated web for building through the corrugated plate that is located upper limb roof and lower wing roof both sides position, strengthens crushing resistance and structural strength between upper limb roof and the lower wing roof, has good atress effect.
2. This kind of corrugated web for building, through first back up coat, strengthens the structural strength of center pillar.
3. This kind of corrugated web for building sets up the second back up coat through the slope, carries out thickening to the layer body structure of corrugated plate to improve corrugated plate's crushing resistance.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a cross-sectional view of the top wing plate connection structure of the present invention.
Fig. 3 is a schematic view of the connection structure of the corrugated plate of the present invention.
In FIGS. 1-3: 1-upper wing top plate, 2-lower wing top plate, 3-fixed side plate, 4-corrugated plate, 5-middle column, 6-first reinforcing layer, 7-second reinforcing layer, 8-first reinforcing rib and 9-second reinforcing rib.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Please refer to fig. 1 to 3, in an embodiment of the present invention, a corrugated web for building, includes an upper wing top plate 1 and a lower wing top plate 2, the upper wing top plate 1 and the lower wing top plate 2 are arranged in a vertical direction, a fixed side plate 3 and a middle column 5 are fixedly connected between the upper wing top plate 1 and the lower wing top plate 2, a corrugated plate 4 is fixedly connected to two sides of the middle column 5, a first reinforcing layer 6 is fixedly arranged on a surface of the middle column 5, a second reinforcing layer 7 is fixedly connected to a surface of the corrugated plate 4, a first reinforcing rib 8 and a second reinforcing rib 9 are arranged on a surface of the corrugated plate 4 in a penetrating manner, two ends of the first reinforcing rib 8 and the second reinforcing rib 9 are arranged in a penetrating manner with the fixed side plate 3, and the structural strength of the corrugated plate 4 is enhanced through the first reinforcing rib 8 and the second reinforcing rib 9, thereby improving the bearing capacity.
In this embodiment, the fixed side plates 3 are fixedly connected to two side positions of the upper wing top plate 1 and the lower wing top plate 2, and are connected to the top plate and the bottom plate.
In this embodiment, the center pillar 5 is located at a central position between the upper wing top panel 1 and the lower wing top panel 2 as a main structure.
In this embodiment, the corrugated plate 4 is set to be a double-layer structure, and the two end positions are connected with the upper wing top plate 1 and the lower wing top plate 2 in an embedded manner, so that the pressure resistance and the structural strength between the upper wing top plate 1 and the lower wing top plate 2 are enhanced through the corrugated plate 4 located at the two side positions of the upper wing top plate 1 and the lower wing top plate 2, and a good stress effect is achieved.
In this embodiment, the first reinforcing layers 6 are disposed on two sides of the surface of the middle column 5, and are arranged in pairs, two groups in total.
In this embodiment, the first reinforcing layer 6 is a carbon fiber layer embedded in one third of the surface layer structure of the middle column 5, and the first reinforcing layer 6 enhances the structural strength of the middle column 5.
In this embodiment, the second reinforcing layer 7 is disposed obliquely at the position of the inclined surface of the corrugated plate 4.
In this embodiment, the two end positions of the second reinforcing layer 7 abut against the two end positions of the inclined surface of the corrugated plate 4, and the second reinforcing layer 7 is obliquely arranged to thicken the layer structure of the corrugated plate 4, so as to improve the compression resistance of the corrugated plate 4.
In this embodiment, the first reinforcing ribs 8 and the second reinforcing ribs 9 penetrate through the raised positions on the surface of the corrugated plate 4 and are arranged in an arc shape, the first reinforcing ribs 8 and the second reinforcing ribs 9 are arranged in an opposite arc shape, and the first reinforcing ribs 8 and the second reinforcing ribs 9 are made of metal or carbon fiber materials.
Use the utility model relates to a during wave form web for building, at first, when using the wave form web, the 4 additional strengthening intensity of wave form board of 2 both sides positions of upper wing roof 1 and lower wing roof, no matter perpendicular atress and horizontal atress, all have good atress crushing resistance, and the first strengthening rib 8 and the 9 structures of second strengthening rib of wave form board surface position, strengthen wave form board 4's surface structure, the use person through the geometric dimension of adjusting the wave form web and the line type of strengthening rib structure alright obtain different bending stiffness, but have good designability and practicality.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (9)
1. The utility model provides a wave web for building, includes upper wing roof (1) and lower wing roof (2), and upper wing roof (1) and lower wing roof (2) are the vertical direction setting, its characterized in that: fixed curb plate (3) and center pillar (5) of fixedly connected with between upper limb roof (1) and lower wing roof (2), the both sides position fixedly connected with wave plate (4) of center pillar (5), the fixed surface position of center pillar (5) is provided with first back up coat (6), the fixed surface position fixedly connected with second back up coat (7) of wave plate (4), the surface of wave plate (4) is run through and is provided with first strengthening rib (8) and second strengthening rib (9), the both ends and the fixed curb plate (3) of first strengthening rib (8) and second strengthening rib (9) run through the setting, through first strengthening rib (8) and second strengthening rib (9).
2. The corrugated web for construction according to claim 1, wherein: the fixed side plates (3) are fixedly connected to the positions of the two sides of the upper wing top plate (1) and the lower wing top plate (2) and are connected with the top plate and the bottom plate simultaneously.
3. The web according to any one of claims 1 or 2, wherein: the middle column (5) is located in the middle between the upper wing top plate (1) and the lower wing top plate (2) and serves as a main structure.
4. The corrugated web for construction according to claim 1, wherein: the corrugated plate (4) is of a double-layer structure, and the two ends of the corrugated plate are connected with the upper wing top plate (1) and the lower wing top plate (2) in an embedded mode.
5. The corrugated web for construction according to claim 1, wherein: the first reinforcing layers (6) are positioned on two sides of the surface of the middle column (5) and are arranged in pairs, and the number of the first reinforcing layers is two.
6. The corrugated web for construction according to claim 1, wherein: the second reinforcing layer (7) is obliquely arranged and is positioned on the surface inclined surface of the corrugated plate (4).
7. The corrugated web for construction according to claim 1, wherein: the first reinforcing layer (6) is a carbon fiber layer and is embedded in one third of the surface layer structure of the middle column (5).
8. The corrugated web for construction according to claim 1, wherein: first strengthening rib (8) and second strengthening rib (9) run through corrugated plate (4) surface protruding position, are the arc setting, and just first strengthening rib (8) and second strengthening rib (9) are relative arc setting, and first strengthening rib (8) and second strengthening rib (9) are metal or carbon fiber material.
9. The web according to any one of claims 1 and 6, wherein: the two ends of the second reinforcing layer (7) are abutted to the two ends of the inclined surface of the corrugated plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020406362.1U CN212248892U (en) | 2020-03-26 | 2020-03-26 | Corrugated web for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020406362.1U CN212248892U (en) | 2020-03-26 | 2020-03-26 | Corrugated web for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212248892U true CN212248892U (en) | 2020-12-29 |
Family
ID=73985006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020406362.1U Expired - Fee Related CN212248892U (en) | 2020-03-26 | 2020-03-26 | Corrugated web for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212248892U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116044055A (en) * | 2023-03-09 | 2023-05-02 | 湖南嘉晟住建科技有限公司 | Steel-concrete shear wall and pouring method thereof |
-
2020
- 2020-03-26 CN CN202020406362.1U patent/CN212248892U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116044055A (en) * | 2023-03-09 | 2023-05-02 | 湖南嘉晟住建科技有限公司 | Steel-concrete shear wall and pouring method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201474165U (en) | Combined corrugated web girder | |
| CN211499300U (en) | Crack corrugated steel plate shear wall capable of being replaced after earthquake | |
| CN212248892U (en) | Corrugated web for building | |
| CN110284602A (en) | It is a kind of heavy type large-span truss unidirectionally slide rubber support | |
| CN201649433U (en) | Ribbed reinforced concrete prefabricated part plate | |
| CN206233433U (en) | New H+T shapes part and its with floor combination beam | |
| CN207846807U (en) | A kind of open-type profiled sheet of top surface reinforcement | |
| CN217299365U (en) | Vertical ripple CFRP-steel sheet compound shear wall | |
| CN209780027U (en) | corrugated web steel coupling beam | |
| CN211774545U (en) | Reinforced H-shaped steel | |
| CN205475867U (en) | Strengthen U type light gauge steel | |
| CN107034802A (en) | With the seamless protecting screen for stablizing steel bracket | |
| CN210315195U (en) | Angle steel connecting piece for reinforced concrete composite bridge | |
| CN104313992B (en) | A kind of waveform diaphragm of corrugated steel web plate composite box girder bridge | |
| CN206144136U (en) | Construction of steel wood combination formula is with a supporting beam | |
| CN218479025U (en) | Corrugated steel web steel-concrete combined box girder structure | |
| CN111236490A (en) | Two coincide steel sheet shear wall structures that slot to one side | |
| CN216920016U (en) | Anti-fatigue steel bridge deck | |
| CN213521729U (en) | Composite material purline and cross beam connecting structure | |
| CN216947869U (en) | Orthotropic steel concrete combined bridge deck | |
| CN219261523U (en) | H-shaped steel member | |
| CN215052892U (en) | Anti-deformation steel purlin | |
| CN210529732U (en) | Concrete highway bridge foundation | |
| CN217996548U (en) | Reinforcement structure of crane beam web and top flange | |
| CN203866713U (en) | Bridge girder erection machine girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220913 Address after: Room 40101, Building 6, No. 6 Shanta Road, Beilin District, Xi'an City, Shaanxi Province 710000 Patentee after: Shaanxi Haoqi Technology Industry Co.,Ltd. Address before: Room 201, building 26, Liuxin garden, 99 Hanjiang North Road, Weiyang District, Yangzhou City, Jiangsu Province 225600 Patentee before: Wang Min |
|
| 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: 20201229 |