CN203878831U - Special-shaped floor beam of truss type dry and wet regions for building - Google Patents
Special-shaped floor beam of truss type dry and wet regions for building Download PDFInfo
- Publication number
- CN203878831U CN203878831U CN201420127632.XU CN201420127632U CN203878831U CN 203878831 U CN203878831 U CN 203878831U CN 201420127632 U CN201420127632 U CN 201420127632U CN 203878831 U CN203878831 U CN 203878831U
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- China
- Prior art keywords
- support beams
- dry
- district
- special
- brace summer
- 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
- 238000013316 zoning Methods 0.000 claims description 7
- 239000003351 stiffener Substances 0.000 claims description 4
- 241000510551 Prangos pabularia Species 0.000 claims description 3
- 239000010399 yugan Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000005452 bending Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a special-shaped floor beam of truss type dry and wet regions for a building, and relates to a truss type floor beam for the building. The special-shaped floor beam comprises a plurality of floor support beams arranged at intervals, wherein the floor support beams comprise dry region support beams, and wet region support beams connected with the ends of the dry region support beams; reinforcement plates are connected to the two sides of the connected places between the dry region support beams and the wet region support beams; the bottom ends of the dry region support beams and the bottom ends of the wet region support beams are coplanar; the top ends of the dry region support beams are connected with first structural panels; the top ends of the wet region support beams are connected with second structural panels; third structural panels are connected between the first structural panels and the second structural panels; and the heights of the third structural panels are 50-200 mm. The special-shaped floor beam is simple in building structure, is conveniently used, and can satisfy the people individuation demands; and meanwhile, as the special-shaped floor beam comprises the dry region support beams and the wet region support beams connected with each other, the special-shaped floor beam can preferably satisfy the waterproof requirement of a toilet.
Description
Technical field
The utility model relates to a kind of truss type floor beam for building, and the special-shaped floor joist in a kind of truss-like for building dry zoning, is mainly used in toilet warterproof specifically.
Background technology
Constantly perfect along with the development in China Real Estate market and building level, the propelling of domestic all kinds of industry internationalization processes in addition, steel house is accepted by increasing people at home.The washroom of steel house is to be attached on the steel structure truss beam of building, and forms by brick or concrete constructions.
The facility of existing washroom, equipment all need to carry out secondary decoration and secondary installing completes, inevitable like this will be on the wall, on the ground, punching on ceiling, fluting, therefore easily cause the problem of leaking, ftractureing, construct also cumbersome, be therefore necessary to improve.
Summary of the invention
The purpose of this utility model is the weak point in order to overcome background technology, and provides a kind of truss-like for building dry zoning special-shaped floor joist, is mainly used in toilet warterproof.
To achieve these goals, the technical solution of the utility model is: the special-shaped floor joist in truss-like for building dry zoning, it is characterized in that: comprise multiple spaced apart form bracing beams, form bracing beam comprises dry district brace summer, He Yugan district support beam end connects Shi district brace summer, the both sides, junction of dry district brace summer Yu Shi district brace summer are connected with stiffener, brace summer bottom, Yu Shi district, brace summer bottom, dry district is coplanar, brace summer top, dry district is connected with the first structural panel, brace summer top, wet district is connected with the second structural panel, between the first structural panel and the second structural panel, be connected with the 3rd structural panel, the height of the 3rd structural panel is 50～200mm.
In technique scheme, the height of described the 3rd structural panel is 90mm.
Described dry district brace summer He Shi district brace summer includes upper chord, lower chord, end web member and multiple middle web member, between adjacent two middle web members, form similar equilateral triangle, angle between middle web member and lower chord is 45 °～70 °, described end web member is positioned at upper chord with lower chord two ends and is connected upper chord and lower chord, and described middle web member is between upper chord and lower chord and connect upper chord and lower chord.
Described upper chord, lower chord, end web member and middle web member are cold bending thin wall C-shaped steel component, have the V-shaped groove of two distortions at the three equal parts place of cross section web.
The utility model construction is simple, easy to use, can meet people's individual demand; Meanwhile, because the utility model comprises interconnective dry district brace summer He Shi district brace summer, therefore the utility model can be good at meeting the waterproof requirement of washroom.
Brief description of the drawings
Fig. 1 is the structural representation of single form bracing beam.
Fig. 2 is structural representation of the present utility model.
Fig. 3 is the front view of Fig. 1.
1-form bracing beam in figure, 2-Gan district brace summer, 3-Shi district brace summer, 4-stiffener, 5-the first structural panel, 6-the second structural panel, 7-the 3rd structural panel, the junction of brace summer Yu Shi district of 8-Gan district brace summer, 9-upper chord, 10-lower chord, 11-holds web member, web member in 12-.
Detailed description of the invention
Describe performance of the present utility model in detail below in conjunction with accompanying drawing, but they do not form to restriction of the present utility model, only for example.Make advantage of the present utility model more know and easily understand by explanation simultaneously.
Consult accompanying drawing known: the special-shaped floor joist in truss-like for building dry zoning, comprise multiple spaced apart form bracing beams 1, form bracing beam 1 comprises dry district brace summer 2, brace summer 2 ends in He Yugan district connect Shi district brace summer 3.8 both sides, junction of dry district brace summer 2 Yu Shi district brace summers 3 are connected with stiffener 4.
Brace summer 2 brace summer 3 bottoms, Yu Shi district, bottom, dry district are coplanar, brace summer 2 tops, dry district are connected with the first structural panel 5, brace summer 3 tops, wet district are connected with between the second structural panel 6, the first structural panels 5 and the second structural panel 6 and are connected with the 3rd structural panel 7.
The height of the 3rd structural panel 7 is advisable with 50～200mm, taking 90mm as best.
Dry district brace summer 2 He Shi district brace summers 3 include upper chord 9, lower chord 10, end web member 11 and multiple middle web member 12, and upper chord 9 and lower chord 10 need to be according to the strict controlling dimensions of actual building requirements, and end web member 11 is for sealing upper chord 9 and lower chord 10.
Between adjacent two middle web members 12, form similar equilateral triangle, the angle between middle web member 12 and lower chord 10 is 45 °～70 °.End web member 11 is positioned at upper chord 9 with lower chord 10 two ends and is connected upper chord 9 and lower chord 10, and described middle web member 12 is between upper chord 9 and lower chord 10 and connect upper chord 9 and lower chord 10.
The utility model can be served as the ideal substitute of traditional dwelling house system, and its processing cost is lower, not limited by construction plant, has good marketing prospect.
Upper chord 9, lower chord 10, end web member 11 and middle web member 12 are cold bending thin wall C-shaped steel component, have two V-type grooves (not marking in figure) that play distortion, the rigidity of structure of web member 12 during V-type groove can increase at the three equal parts place of middle web member 12.
The cold bending thin wall C-shaped steel component wall thickness that this functional archiotecture uses with cold bending thin wall arched roof truss is generally 0.65-0.75mm, taking 0.75 as best.
Other unaccounted part all belongs to prior art.
Claims (2)
1. the special-shaped floor joist in truss-like for building dry zoning, it is characterized in that: comprise multiple spaced apart form bracing beams (1), form bracing beam (1) comprises dry district's brace summer (2), He Yugan district brace summer (2) end connects Shi district brace summer (3), the both sides, junction (8) of dry district's brace summer (2) Yu Shi district brace summer (3) are connected with stiffener (4), dry district's brace summer (2) bottom Yu Shi district brace summer (3) bottom is coplanar, dry district's brace summer (2) top is connected with the first structural panel (5), wet district's brace summer (3) top is connected with the second structural panel (6), between the first structural panel (5) and the second structural panel (6), be connected with the 3rd structural panel (7), the height of the 3rd structural panel (7) is 50～200mm.
2. the special-shaped floor joist in truss-like for building according to claim 1 dry zoning, is characterized in that: the height of described the 3rd structural panel (7) is 90mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420127632.XU CN203878831U (en) | 2014-03-20 | 2014-03-20 | Special-shaped floor beam of truss type dry and wet regions for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420127632.XU CN203878831U (en) | 2014-03-20 | 2014-03-20 | Special-shaped floor beam of truss type dry and wet regions for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878831U true CN203878831U (en) | 2014-10-15 |
Family
ID=51679348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420127632.XU Expired - Lifetime CN203878831U (en) | 2014-03-20 | 2014-03-20 | Special-shaped floor beam of truss type dry and wet regions for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878831U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10415262B2 (en) | 2016-06-24 | 2019-09-17 | Apache Industrial Services, Inc. | Modular ledgers of an integrated construction system |
| US10465399B2 (en) * | 2016-06-24 | 2019-11-05 | Apache Industrial Services, Inc. | Integrated construction system |
| US10472823B2 (en) | 2016-06-24 | 2019-11-12 | Apache Industrial Services, Inc. | Formwork system |
| US11306492B2 (en) | 2016-06-24 | 2022-04-19 | Apache Industrial Services, Inc | Load bearing components and safety deck of an integrated construction system |
| US11624196B2 (en) | 2016-06-24 | 2023-04-11 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
| US11976483B2 (en) | 2016-06-24 | 2024-05-07 | Apache Industrial Services, Inc | Modular posts of an integrated construction system |
-
2014
- 2014-03-20 CN CN201420127632.XU patent/CN203878831U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10415262B2 (en) | 2016-06-24 | 2019-09-17 | Apache Industrial Services, Inc. | Modular ledgers of an integrated construction system |
| US10465399B2 (en) * | 2016-06-24 | 2019-11-05 | Apache Industrial Services, Inc. | Integrated construction system |
| US10472823B2 (en) | 2016-06-24 | 2019-11-12 | Apache Industrial Services, Inc. | Formwork system |
| US11306492B2 (en) | 2016-06-24 | 2022-04-19 | Apache Industrial Services, Inc | Load bearing components and safety deck of an integrated construction system |
| US11624196B2 (en) | 2016-06-24 | 2023-04-11 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
| US11970873B2 (en) | 2016-06-24 | 2024-04-30 | Apache Industrial Services, Inc | Bearing plate of an integrated construction system |
| US11976483B2 (en) | 2016-06-24 | 2024-05-07 | Apache Industrial Services, Inc | Modular posts of an integrated construction system |
| US12077971B2 (en) | 2016-06-24 | 2024-09-03 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
| US12116779B2 (en) | 2016-06-24 | 2024-10-15 | Apache Industrial Services, Inc | Formwork system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 304, Wuhan, Hubei, East Lake hi tech Development Zone, Optics Valley Avenue International Business Center three, tripod Building A, room 430070, Wuhan Patentee after: WUHAN MAITE GREEN BUILDING TECHNOLOGY CO.,LTD. Address before: 430056 Hubei Chutian digital TV building, 18 Shenlong Road, Wuhan economic and Technological Development Zone, Hubei, Wuhan, 8F Patentee before: WUHAN LIANCHUANG MET BUILDING INTEGRATION CO.,LTD. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20141015 |
|
| CX01 | Expiry of patent term |