CN103388369B - T-shaped wavy enhancing floor - Google Patents
T-shaped wavy enhancing floor Download PDFInfo
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- CN103388369B CN103388369B CN201310306750.7A CN201310306750A CN103388369B CN 103388369 B CN103388369 B CN 103388369B CN 201310306750 A CN201310306750 A CN 201310306750A CN 103388369 B CN103388369 B CN 103388369B
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- reinforcing rib
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Abstract
T-shaped wavy enhancing floor, it relates to building material technical field, it comprises floor body (1), the upper process equipment integral molding techniques that adopts of floor body (1) is evenly provided with bottom support reinforcing rib (3), the opposite face of bottom support reinforcing rib (3) cell wall is evenly provided with and longitudinally strengthens ripple (2), the joint face surface layer between two bottom support reinforcing ribs (3) is evenly provided with and strengthens ripple (4) relative to the transverse direction of floor body (1) length direction.Its design science is reasonable, and consumptive material is economized, and adopts multiple reinforced structure, substantially increases the bearing capacity of steel board, considerably reduce cost of production and the own wt in house, improve anti-seismic performance, even and if house collapse also not easily casualties situation occurs.
Description
Technical field:
The present invention relates to building material technical field, be specifically related to a kind of T-shaped wavy enhancing floor.
Background technology:
Supporting member separated by floor, and house vertical direction is divided into some layers by it, and the vertical load such as people and furniture and floor deadweight are passed to basis by body of wall, beam or post.The material used by it can be divided into: brick floor, wood floor and reinforced concrete floor etc.The construction trouble of brick floor, anti-seismic performance is poor, and floor layer is too high, existing seldom employing.Wood floor from heavy and light, simple structure, good heat insulating, but durable and refractoriness is poor, generally also less employing.Reinforced concrete floor can be divided into cast-in-place and prefabricated two kinds according to construction method.But operation is various when reinforced concrete floor exists construction, and cast-in-situ concrete also needs maintenance, construction period long, needs to use the defects such as templates in a large number, in addition, if concrete proportioning not accurately, then easily cause floor to ftracture, there is potential safety hazard.
In recent years, along with the development of highrise building, steel one concrete combined board is day by day promoted and applies.So-called composite floor makes full use of steel and concrete materials and structures feature to combine and become an overall and cooperative a kind of form of structure.Template bears working load in the construction stage, in operational phase and concrete co-operation, bears service load.What current use was more is profiled sheet compoboard.Profiled sheet compoboard (floor support plate, steel board) be the very rational form of structure of one, it can by the position residing for its each building block and feature, gives full play to steel tension and the good advantage of concrete anti-compression performance, and has good anti-seismic performance, workability.This structure is widely used in domestic and international multi-rise building at present.Be widely used in the steel buildings such as power plant, Electric Industrial Equipment Co., Ltd., Olympic venue stadiums.
Current steel board own wt is large, and cost of production is high, and cost is high, poor seismic behavior, does not have house to remain intact harmless under the earthquake more than 6 grades.In addition, current steel board is all adopt ripple trench structure, and its cross sectional shape is mostly trapezoidal in multiple continuous print, and between the wave trough of the steel board of this structure, spacing is comparatively large, causes the defect of weight capacity difference, constrains the development space of steel board.
Summary of the invention:
The object of this invention is to provide a kind of T-shaped wavy enhancing floor, its design science is reasonable, consumptive material is economized, adopt multiple reinforced structure, substantially increase the bearing capacity of floor, considerably reduce cost of production and the own wt in house, improve anti-seismic performance, and due to this kind of floor good integrity, not easy fracture, even if also not easily there is casualties situation in house collapse.
In order to solve the problem existing for background technology, the present invention is by the following technical solutions: it comprises floor body 1, floor body 1 adopt process equipment integral molding techniques be evenly provided with bottom support reinforcing rib 3, the opposite face of bottom support reinforcing rib 3 cell wall is evenly provided with the joint face surface layer longitudinally strengthened between ripple 2, two bottom support reinforcing rib 3 is evenly provided with and strengthens ripple 4 relative to the transverse direction of floor body 1 length direction.
Described floor body 1 can adopt metal material or the high material of other intensity to make.
Described bottom support reinforcing rib 3 can be T-shaped, circle, flat or other any geometries, and the bottom of bottom support reinforcing rib 3 can add reinforcing rib in case of need in addition.So both can increase floor load-bearing, floor space and plane can be saved again.
Described longitudinal direction strengthens the ripple that ripple 2 can be arc-shaped wave line, triangle ripple and other any geometries.
Described transverse direction strengthens the reinforcement ripple that ripple 4 can be evagination, and also can be the reinforcement ripple of indent, its cross sectional shape be arc and other any geometry.
Principle of the present invention is: bottom support reinforcing rib 3 cell wall is symmetrically arranged with the surface layer strengthening ripple 2, floor body 1 with the longitudinal direction of horizontal plane is evenly provided with and laterally strengthens ripple 4, this structure greatly strengthen the bearing capacity of vertical direction, adds the ability of anti-creep distortion.
Design science of the present invention is reasonable, consumptive material is economized, adopt multiple reinforced structure, substantially increase the bearing capacity of floor, considerably reduce cost of production and the own wt in house, improve anti-seismic performance, and due to this kind of floor good integrity, not easy fracture, even if also not easily there is casualties situation in house collapse.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present invention.
Detailed description of the invention:
With reference to Fig. 1, this detailed description of the invention by the following technical solutions:
It comprises floor body 1, floor body 1 adopt process equipment integral molding techniques be evenly provided with bottom support reinforcing rib 3, the opposite face of bottom support reinforcing rib 3 cell wall is evenly provided with the joint face surface layer longitudinally strengthened between ripple 2, two bottom support reinforcing rib 3 is evenly provided with and strengthens ripple 4 relative to the transverse direction of floor body 1 length direction.
Described floor body 1 can adopt metal material or the high material of other intensity to make.
Described bottom support reinforcing rib 3 can be T-shaped, circle, flat or other any geometries, and the bottom of bottom support reinforcing rib 3 can add reinforcing rib in case of need in addition.So both can increase floor load-bearing, floor space and plane can be saved again.
Described longitudinal direction strengthens the ripple that ripple 2 can be arc-shaped wave line, triangle ripple and other any geometries.
Described transverse direction strengthens the reinforcement ripple that ripple 4 can be evagination, and also can be the reinforcement ripple of indent, its cross sectional shape be arc and other any geometry.
The principle of this detailed description of the invention is: bottom support reinforcing rib 3 cell wall is symmetrically arranged with the surface layer strengthening ripple 2, floor body 1 with the longitudinal direction of horizontal plane is evenly provided with and laterally strengthens ripple 4, this structure greatly strengthen the bearing capacity of vertical direction, adds the ability of anti-creep distortion.
This detailed description of the invention design science is reasonable, consumptive material is economized, adopt multiple reinforced structure, substantially increase the bearing capacity of floor, considerably reduce cost of production and the own wt in house, improve anti-seismic performance, and due to this kind of floor good integrity, not easy fracture, even if also not easily there is casualties situation in house collapse.
Specific embodiment described herein is only to the present invention's explanation for example.Those skilled in the art can make various amendment or supplement or adopt similar mode to substitute to described specific embodiment, but can't depart from spirit of the present invention or surmount the scope that appended claims defines.
Claims (1)
- The wavy enhancing floor of 1.T type, is characterized in that it comprises floor body (1), and floor body (1) adopts metal material to make; The upper process equipment integral molding techniques that adopts of floor body (1) is evenly provided with bottom support reinforcing rib (3), the opposite face of bottom support reinforcing rib (3) cell wall is evenly provided with and longitudinally strengthens ripple (2), the joint face surface layer between two bottom support reinforcing ribs (3) is evenly provided with and strengthens ripple (4) relative to the transverse direction of floor body (1) length direction; Longitudinally strengthen ripple (2) and horizontal plane; The bottom additional reinforcing rib in addition of bottom support reinforcing rib (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310306750.7A CN103388369B (en) | 2013-07-22 | 2013-07-22 | T-shaped wavy enhancing floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310306750.7A CN103388369B (en) | 2013-07-22 | 2013-07-22 | T-shaped wavy enhancing floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103388369A CN103388369A (en) | 2013-11-13 |
| CN103388369B true CN103388369B (en) | 2015-09-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310306750.7A Active CN103388369B (en) | 2013-07-22 | 2013-07-22 | T-shaped wavy enhancing floor |
Country Status (1)
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| CN (1) | CN103388369B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1076753A (en) * | 1992-03-26 | 1993-09-29 | 植木钢管株式会社 | Steel plate for building |
| CN1209853A (en) * | 1996-02-15 | 1999-03-03 | 英国钢铁公司 | Floor and ceiling structure |
| CN102933776A (en) * | 2010-05-04 | 2013-02-13 | 普拉特弗姆斯股份有限公司 | Precast composite structure crossbeam, floor system and method for forming the floor system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI89961C (en) * | 1992-04-13 | 1993-12-10 | Rannila Steel Oy | Connecting disc intended for a connecting plate |
| JPH07279291A (en) * | 1994-04-08 | 1995-10-24 | Nippon Steel Metal Prod Co Ltd | Flat deck plate |
-
2013
- 2013-07-22 CN CN201310306750.7A patent/CN103388369B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1076753A (en) * | 1992-03-26 | 1993-09-29 | 植木钢管株式会社 | Steel plate for building |
| CN1209853A (en) * | 1996-02-15 | 1999-03-03 | 英国钢铁公司 | Floor and ceiling structure |
| CN102933776A (en) * | 2010-05-04 | 2013-02-13 | 普拉特弗姆斯股份有限公司 | Precast composite structure crossbeam, floor system and method for forming the floor system |
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|---|---|
| CN103388369A (en) | 2013-11-13 |
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