CN201535028U - Thin-wall steel floor slab combined with lightweight aggregate concrete - Google Patents
Thin-wall steel floor slab combined with lightweight aggregate concrete Download PDFInfo
- Publication number
- CN201535028U CN201535028U CN2009200935494U CN200920093549U CN201535028U CN 201535028 U CN201535028 U CN 201535028U CN 2009200935494 U CN2009200935494 U CN 2009200935494U CN 200920093549 U CN200920093549 U CN 200920093549U CN 201535028 U CN201535028 U CN 201535028U
- Authority
- CN
- China
- Prior art keywords
- floor slab
- thin
- steel
- aggregate concrete
- floor
- 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
Images
Abstract
The utility model relates to a novel building floor slab, particularly to a thin-wall steel floor slab combined with lightweight aggregate concrete, which is suitable for lightweight steel floor slabs for residential building and public buildings. The framework of the lightweight steel floor slab is made of thin-wall steel which adopts rectangular thin-wall steel pipes; and the thin-wall steel pipes are connected through thin steel sheets to form the framework of the lightweight steel floor slab. The framework of the lightweight steel floor slab can serve as not only the force-receiving reinforcing steel bars of the floor slab, but also the support system in the construction process of the floor slab; and a construction template can be directly hung on the framework of the lightweight steel floor slab without arranging another template support system. Besides, the lightweight aggregate concrete has light self weight, and is combined with the thin-wall steel to form the thin-wall steel floor slab combined with lightweight aggregate concrete.
Description
Technical field: the utility model relates to a kind of novel house building floor, is applicable to the floor of light steel housing construction and public building.
Background technology: at present known floor system has: 1. cast-in-place concrete floor, and good integrity, but the situ wet operation is many, from great, needs traditional formwork bracing system, the working procedure complexity, and speed of application is slow, and is long in time limit; 2. concrete floor slab adopts precast prestressed base plate, thickness is 60-80mm, cast in situs 40-60mm concrete pavement, without formwork, speed of application is fast, but the floor globality is relatively poor, anti-seismic performance is not as cast-in-situ floor, and it is bigger to conduct oneself with dignity, and crane gear must be arranged, the size-constrained system of the house standard width of a room in an old-style house, and precast floor slab following table panel seam place is easy to crack; 3. the profiled steel sheet combination floor profiled sheet is as permanent formwork or promptly make template instead of part steel bar stress again, and concreting forms the combination floor thereon, and speed of application is fast, and slab thickness is bigger than normal, from great, and the cost height; 4. the two-way ribs concrete combined floor is placed two-way light steel truss structure, installation plate face steel mesh reinforcement behind the hoisted in position, cast-in-situ concrete in prefabricated formwork.This composite floor good rigidity, but slab thickness is big, and it is also big to conduct oneself with dignity, the working procedure complexity.
Summary of the invention: for overcome existing floor from great, slab thickness big and the deficiency that needs support system, the utility model provides a kind of light-gauge steel section light weight aggregate concrete composite floor, this floor can be realized from heavy and light, lighter by about 1/3rd than cast-in-place concrete floor, do not need to be provided with separately support system in the work progress.
The technical scheme that its technical problem that solves the utility model adopts is: adopting light-gauge steel section is the skeleton of light steel floor, and light-gauge steel section adopts the rectangular thin-wall steel pipe, can adopt the steel sheet band to be connected with it between light-gauge steel section, and form the skeleton of light steel floor.This light steel floor framing both can be used as the steel bar stress of floor, can be used as the support system in the floor slab construction process again, and construction formwork can directly hang on the light steel floor framing, did not need to establish in addition formwork bracing system; Light weight aggregate concrete is from heavy and light, and the two is in conjunction with forming light-gauge steel section light weight aggregate concrete composite floor.
The beneficial effects of the utility model are that this floor has from heavy and light, good integrity, deformability is strong, anti-seismic performance good, construction technology is simple.
Description of drawings: the utility model is further specified below in conjunction with accompanying drawing.
Fig. 1 is a cross section of the present utility model constructional drawing.
1. light-gauge steel sections among the figure, 2. upper junction plate band, 3. lower connecting plate band, 4. light weight aggregate concrete
The specific embodiment: light-gauge steel section (1) and upper junction plate band (2) and lower connecting plate band (3) are connected to form light steel floor framing, build light weight aggregate concrete (4) the two in conjunction with constituting light-gauge steel section light weight aggregate concrete composite floor.
Claims (1)
1. building construction floor; light-gauge steel section light weight aggregate concrete composite floor; it is characterized in that: light-gauge steel section is as the skeleton of building construction floor; light-gauge steel section adopts the rectangular thin-wall steel pipe; this skeleton both can be used as the steel bar stress of floor; can be used as the support system in the floor slab construction process again, skeleton combine formation light-gauge steel section light weight aggregate concrete composite floor with light weight aggregate concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200935494U CN201535028U (en) | 2009-05-06 | 2009-05-06 | Thin-wall steel floor slab combined with lightweight aggregate concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200935494U CN201535028U (en) | 2009-05-06 | 2009-05-06 | Thin-wall steel floor slab combined with lightweight aggregate concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201535028U true CN201535028U (en) | 2010-07-28 |
Family
ID=42534809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200935494U Expired - Fee Related CN201535028U (en) | 2009-05-06 | 2009-05-06 | Thin-wall steel floor slab combined with lightweight aggregate concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201535028U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790661A (en) * | 2015-04-20 | 2015-07-22 | 中国建筑第二工程局有限公司 | Environment-friendly construction method for heat insulation light-weight aggregate concrete floor |
| CN104895231A (en) * | 2015-04-30 | 2015-09-09 | 宁波大学 | Assembled composite floor slab and manufacturing method thereof |
| CN108638316A (en) * | 2018-05-16 | 2018-10-12 | 江南大学 | A kind of prefabricated assembled light floor and manufacturing method |
-
2009
- 2009-05-06 CN CN2009200935494U patent/CN201535028U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790661A (en) * | 2015-04-20 | 2015-07-22 | 中国建筑第二工程局有限公司 | Environment-friendly construction method for heat insulation light-weight aggregate concrete floor |
| CN104895231A (en) * | 2015-04-30 | 2015-09-09 | 宁波大学 | Assembled composite floor slab and manufacturing method thereof |
| CN104895231B (en) * | 2015-04-30 | 2017-04-12 | 宁波大学 | Assembled composite floor slab and manufacturing method thereof |
| CN108638316A (en) * | 2018-05-16 | 2018-10-12 | 江南大学 | A kind of prefabricated assembled light floor and manufacturing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
| US7882669B2 (en) | Composite concrete shear wall for heat insulation | |
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN202559570U (en) | Thin-wall light steel composite floor slab without dismantling bottom cast | |
| CN203866966U (en) | Novel assembly type frame core tube steel structure residential housing system | |
| CN103993679B (en) | Low layer assembling combined wall house bolt connection node structure | |
| CN102493548A (en) | Steel structure concrete structure system and construction method thereof | |
| CN202248499U (en) | Outer wall prefabricated slab in framework structure | |
| CN103334526B (en) | A kind of steel web prestressed concrete overlapped slab | |
| CN101845852A (en) | Light steel and light concrete structural system and construction method thereof | |
| CN202324182U (en) | Steel-framework concrete structural system | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN105649249A (en) | Bidirectional profiled steel sheet and concrete composite floor slab internally provided with hollow circular steel pipes | |
| CN201962844U (en) | Hollow composition board internally provided with steel pipes and steel plates | |
| CN201535028U (en) | Thin-wall steel floor slab combined with lightweight aggregate concrete | |
| CN105220792A (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and assemble method thereof | |
| CN209397803U (en) | A kind of removable steel bar girder laminated floor slab of UHPC ultra-high performance concrete | |
| CN204959963U (en) | Compound lightweight wall housing construction of assembled steel frame | |
| CN209760435U (en) | assembled steel tube bundle concrete wall type frame structure system | |
| CN101538911A (en) | A construction system for improvement on buildings | |
| CN108625491B (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam L shape connecting node | |
| CN102900150A (en) | Steel structure building system | |
| CN206205140U (en) | A kind of full assembled villages and small towns local-style dwelling houses class composite wall structure system | |
| CN1442588A (en) | Superimposed storey surface plate technique capable of heat insulating and sound insulating and construction method | |
| CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100728 Termination date: 20110506 |