CN202440990U - Web beam and aerial structure used for CSI (China Skeleton Infill) dwelling house and formed by web beam - Google Patents
Web beam and aerial structure used for CSI (China Skeleton Infill) dwelling house and formed by web beam Download PDFInfo
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- CN202440990U CN202440990U CN2012200701262U CN201220070126U CN202440990U CN 202440990 U CN202440990 U CN 202440990U CN 2012200701262 U CN2012200701262 U CN 2012200701262U CN 201220070126 U CN201220070126 U CN 201220070126U CN 202440990 U CN202440990 U CN 202440990U
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- Prior art keywords
- web
- flange plate
- web beam
- plate
- tooth
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- 238000010276 construction Methods 0.000 claims description 15
- 238000009408 flooring Methods 0.000 claims description 9
- 239000000463 material Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000005520 cutting process Methods 0.000 description 5
- 238000002360 preparation method Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a web beam and an aerial structure used for a CSI (China Skeleton Infill) dwelling house and formed by the web beam. The web beam comprises an upper flange plate, a lower flange plate and a web plate, wherein the upper flange plate is fixedly connected to the upper end surface of the web plate; the lower flange plate is fixedly connected to the lower end surface of the web plate; and the web plate is provided with a plurality of threading holes which are evenly or unevenly arranged in the length direction. The aerial structure for the CSI dwelling house comprises two wall plates, a lower floor plate, an elevated floor and the web beam, wherein the two wall plates are arranged in parallel, the web beam is positioned between the two wall plates, the web beam comprises the upper flange plate, the lower flange plate and the web plate, the web plate is provided with a plurality of threading holes which are evenly or unevenly arranged, the upper flange plate and the aerial floor are positioned in the same plane, the lower flange plate and the lower floor plate are positioned in the same plane, an upstairs space is formed above the upper flange plate and the aerial floor, and a beamless downstairs space is formed below the lower flange plate. Due to arrangement of the threading holes, materials are saved; and the aerial structure for the CSI dwelling house is convenient to construct.
Description
Technical field
The utility model relates to the construction steel structure technical field, is specifically related to a kind of web beam and uses aerial construction by its CSI dwelling house that constitutes.
Background technology
At present steel structure system is with its economy, advantage becomes the first-selection of present building field gradually fast, and relatively more commonly used is hot rolling i iron, hot rolled H-shaped and welded H section steel.The steel member that existing steel work adopts exists steel using amount many, problems such as construction costs height, and the problem of pipe line arrangement is not considered in use aspect in addition.
Summary of the invention
One of purpose of the utility model is to exist steel using amount many in the prior art in order to solve, problems such as construction costs height, and do not consider the problem of pipe line arrangement, and then a kind of web beam is provided.
To achieve these goals, the technical scheme of the utility model employing is following:
A kind of web beam comprises top flange plate, bottom wing listrium and web, and web is connected with top flange plate on the upper surface, is connected with the bottom wing listrium on the web lower surface, and web is even or inhomogeneous a plurality of through wires holes that are provided with along its length.
In the foregoing description, web is divided into epiplastron and bottom web, and epiplastron is provided with tooth, and the corresponding position of bottom web is provided with lower tooth, and the affixed back of last tooth and lower tooth forms through wires hole.
In the foregoing description, the last tooth of epiplastron is identical with each through wires hole geomery that the affixed back of the lower tooth of bottom web forms.
In the foregoing description, each through wires hole that the affixed back of the last tooth of epiplastron and the lower tooth of bottom web forms is the equidistance setting.
In the foregoing description, through wires hole is circle or hexagonal structure.
Two of the purpose of the utility model provides a kind of CSI dwelling house and uses aerial construction, does not have structural beams, and easy construction.
To achieve these goals, the technical scheme of the utility model employing is following:
A kind of CSI dwelling house is used aerial construction, comprises two wallboards, following floor, raised flooring and web beam, and two wallboards laterally arrange; Web beam is between two wallboards, and web beam comprises top flange plate, bottom wing listrium and web; Web is connected with top flange plate on the upper surface, is connected with the bottom wing listrium on the web lower surface, and web is even or inhomogeneous a plurality of through wires holes that are provided with along its length; Top flange plate and raised flooring are in same plane; The bottom wing listrium is in same plane with following floor, and top flange plate and raised flooring top are a last floor space, and bottom wing listrium below is next floor space of no beam.
The beneficial effect of the utility model:
1, material has been saved in the setting of through wires hole, for the client reduces investment outlay, for contractor enhances the competitiveness, selects the space for designing institute increases, and reaches real energy-saving and emission-reduction.
2, to reach the shearing resistance total cross-section effective for the waveform through severe test, and stress performance is good.
3, the preparation method of web beam, the simple and saving material of processing technology.
4, the CSI dwelling house is used aerial construction, does not have structural beams, and easy construction.
Description of drawings
Fig. 1 is embodiment 1 a web beam utilization structure sketch map.
Fig. 2 is the structural representation of embodiment 1 web beam.
Fig. 3 is the structural representation of embodiment 1 plate body cutting wires.
Fig. 4 is embodiment 1 epiplastron, bottom web welded construction sketch map.
Fig. 5 uses the aerial construction sketch map for the CSI dwelling house.
Fig. 6 is embodiment 2 web beam utilization structure sketch mapes.
Fig. 7 is the structural representation of embodiment 2 web beams.
Fig. 8 is embodiment 2 epiplastrons, bottom web welded construction sketch map.
The specific embodiment
Understand for the ease of those skilled in the art, the utility model is done further explain below in conjunction with accompanying drawing and specific embodiment.
With reference to accompanying drawing 1,2, a kind of web beam comprises top flange plate 1; Bottom wing listrium 4 and web 5; Web is connected with top flange plate 1 on 5 upper surfaces, and web is connected with bottom wing listrium 4 on 5 lower surfaces, and web 5 is even or inhomogeneous a plurality of through wires holes 2 that are provided with along its length.
Consider easy to process in the practice and the saving material; Web is divided into epiplastron 5-1 and bottom web 5-2; Epiplastron 5-1 is provided with tooth a, and the corresponding position of bottom web 5-2 is provided with lower tooth b, and the affixed back of last tooth a and lower tooth b forms through wires hole 2; The last tooth a of epiplastron 5-1 is identical with each through wires hole 2 geomeries that the affixed back of the lower tooth b of bottom web 5-2 forms, and each through wires hole 2 that the affixed back of the last tooth a of epiplastron 5-1 and the lower tooth b of bottom web 5-2 forms is the equidistance setting.
With reference to accompanying drawing 1,2, through wires hole 2 is a hexagonal structure.
With reference to accompanying drawing 3,4, a kind of preparation method of said web beam may further comprise the steps: the size of confirming through wires hole 2 earlier; Even or the inhomogeneous periodicity of a plate body 7 upper edge plate bodys 7 length directions repeats the profile of tooth cutting wires 6 of mark then; Wherein profile of tooth cutting wires 6 is trapezoidal, along profile of tooth cutting wires 6 web 5 is cut into epiplastron 5-1 and bottom web 5-2, again with the shrinkage pool part c dislocation that obtains; Then the last tooth a of epiplastron 5-1 and the lower tooth b of bottom web 5-2 are welded; Form web 5, welding top flange plate 1 on web 5 upper surfaces is welded with bottom wing listrium 4 and promptly forms web beam on the web lower surface at last.
With reference to accompanying drawing 5, a kind of CSI dwelling house is used aerial construction, comprises two wallboards 8, following floor 3, raised flooring 9 and web beam 10; The setting that laterally arranges of two wallboards 8, web beam 10 is between two wallboards 8, and web beam 10 comprises top flange plate 1; Bottom wing listrium 4 and web 5; Web is connected with top flange plate 1 on 5 upper surfaces, and web is connected with bottom wing listrium 4 on 5 lower surfaces, and web 5 is even or inhomogeneous a plurality of through wires holes 2 that are provided with along its length; Top flange plate 1 is in same plane with raised flooring 9; Bottom wing listrium 4 is in same plane with following floor 3, and top flange plate 1 is a last floor space 11 with raised flooring 9 tops, and bottom wing listrium 4 belows are next floor space 12 of no beam.
In conjunction with accompanying drawing 6,7 explanation present embodiments, the difference of present embodiment and embodiment 1 is: through wires hole 2 is for circular.With reference to accompanying drawing 8, the preparation method of web beam described in the present embodiment, profile of tooth cutting wires 6 is an arc.Other compositions and annexation and preparation process are with embodiment 1.
Above embodiment only be used to explain the utility model technical scheme but not to its restriction; Although the utility model is specified through embodiment; Under the field personnel should make amendment or the part technical characterictic is equal to replacement with reference to the concrete mode of the utility model; But under the spirit that does not break away from the utility model technical scheme, above-mentioned change or be equal to replacement and should belong in the technical scheme scope that the utility model asks for protection.
Claims (6)
1. web beam; Comprise top flange plate (1); Bottom wing listrium (4) and web (5); Web (5) is connected with top flange plate (1) on the upper surface, and web (5) is connected with bottom wing listrium (4) on the lower surface, it is characterized in that: web (5) is the even or inhomogeneous a plurality of through wires holes (2) that are provided with along its length.
2. according to the said web beam of claim 1; It is characterized in that: web is divided into epiplastron (5-1) and bottom web (5-2); Epiplastron (5-1) is provided with tooth (a); The corresponding position of bottom web (5-2) is provided with lower tooth (b), and last tooth (a) forms through wires hole (2) with the affixed back of lower tooth (b).
3. according to the said web beam of claim 1, it is characterized in that: the last tooth (a) of epiplastron (5-1) is identical with each through wires hole (2) geomery that the affixed back of the lower tooth (b) of bottom web (5-2) forms.
4. according to the said web beam of claim 1, it is characterized in that: the last tooth (a) of epiplastron (5-1) is the equidistance setting with each through wires hole (2) that the affixed back of the lower tooth (b) of bottom web (5-2) forms.
5. according to any said web beam of claim 1 to 4, it is characterized in that: through wires hole (2) is circle or hexagonal structure.
6. a CSI dwelling house is used aerial construction; It is characterized in that: comprise two wallboards (8), following floor (3), raised flooring (9) and web beam (10); Two wallboards (8) laterally arrange, and web beam (10) is positioned between two wallboards (8), and web beam (10) comprises top flange plate (1); Bottom wing listrium (4) and web (5); Web (5) is connected with top flange plate (1) on the upper surface, and web (5) is connected with bottom wing listrium (4) on the lower surface, and web (5) is the even or inhomogeneous a plurality of through wires holes (2) that are provided with along its length; Top flange plate (1) is in same plane with raised flooring (9); Bottom wing listrium (4) is in same plane with following floor (3), and top flange plate (1) is a last floor space (11) with raised flooring (9) top, and bottom wing listrium (4) below is next floor space (12) of no beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200701262U CN202440990U (en) | 2012-02-29 | 2012-02-29 | Web beam and aerial structure used for CSI (China Skeleton Infill) dwelling house and formed by web beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200701262U CN202440990U (en) | 2012-02-29 | 2012-02-29 | Web beam and aerial structure used for CSI (China Skeleton Infill) dwelling house and formed by web beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202440990U true CN202440990U (en) | 2012-09-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200701262U Expired - Fee Related CN202440990U (en) | 2012-02-29 | 2012-02-29 | Web beam and aerial structure used for CSI (China Skeleton Infill) dwelling house and formed by web beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202440990U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587574A (en) * | 2012-02-29 | 2012-07-18 | 王全良 | Web beam, preparation method thereof, and overhead structure used for CSI dwelling house and formed by web beam |
-
2012
- 2012-02-29 CN CN2012200701262U patent/CN202440990U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587574A (en) * | 2012-02-29 | 2012-07-18 | 王全良 | Web beam, preparation method thereof, and overhead structure used for CSI dwelling house and formed by web beam |
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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: 20120919 Termination date: 20170229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |