CN205954972U - Steel structure floor slab - Google Patents
Steel structure floor slab Download PDFInfo
- Publication number
- CN205954972U CN205954972U CN201620655178.4U CN201620655178U CN205954972U CN 205954972 U CN205954972 U CN 205954972U CN 201620655178 U CN201620655178 U CN 201620655178U CN 205954972 U CN205954972 U CN 205954972U
- Authority
- CN
- China
- Prior art keywords
- floor
- metal sheet
- steel structure
- horizontal gird
- groove
- 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
Abstract
The utility model provides a steel structure floor slab, including the support post to and with the perpendicular horizontal gird of being connected of support post, be equipped with the metal sheet that the section is the tongue and groove on its characterized in that horizontal gird, be equipped with the strengthening rib in the recess of metal sheet upper surface, the triangle body that the strengthening rib comprises three reinforcing bars and the connecting piece of parallel, the reinforcing bar at top links to each other through two reinforcing bars of connecting piece with the bottom respectively. Make the intensity of whole floor strengthen greatly to increased the cohesion between metal sheet and the concrete through the strengthening rib, line location is effectively advanced to the metal sheet to being connected between rethread metal sheet and the horizontal gird, strengthens being connected between metal sheet and the horizontal gird simultaneously, makes the horizontal of floor and vertical anti -shearing force obtain improving, guarantees that the floor can not collapse in the earthquake, only can effectively protect personnel's safety to the lopsidedness. In addition the utility model discloses can reduce the concrete quantity, simple to operate, comprehensive cost is lower.
Description
Technical field
This utility model is related to a kind of floor of steel structure, particularly a kind of reinforced steel structure floor, belongs to architectural design
Manufacturing technology field.
Background technology
At present, urban architecture typically manufactures floor plates by the way of steel bar concrete water precoated plate.Such floor
Not only efficiency is low, high cost, and its structural strength is poor, concrete scaling, even floor easily when running into earthquake
The problem collapsing.This not only brings potential safety hazard to building, brings safely threat also to the human life in building.Therefore
It is necessary prior art is improved.
Content of the invention
For solving existing concrete floor above shortcomings, especially easily occur what floor collapsed when meeting with earthquake
Problem, this utility model provides a kind of reinforced steel structure floor.
This utility model is completed by following technical proposal：A kind of floor of steel structure, including support post, and with support
The horizontal gird that uprights vertical connects is it is characterised in that horizontal gird is provided with the metallic plate that section is in tongue and groove, on metallic plate
Be provided with reinforcement in the groove on surface so that placing concrete on surface and reinforcement on a metal plate, by metallic plate and plus
The cooperation of strong muscle, improves floor strength, and fundamentally solves the problems, such as that floor collapses.
The triangle body that described reinforcement is made up of three parallel reinforcing bars and connector, the reinforcing bar at top passes through to connect respectively
Part is connected with two reinforcing bars of bottom, will pass through longitudinal direction and the cross-brace intensity that three-legged structure improves reinforcement.
Described reinforcement length is adapted with groove length, to enable reinforcement to be distributed in whole groove.
Described reinforcement height is more than or equal to groove height, to increase the adhesion of metallic plate and concrete.
Described connector is horizontal waveform steel wire, or vertical or oblique steel wire longitudinally arranged side by side, or for uniformly dividing
The steel wire of cloth.
It is connected by bolt and nut between described metallic plate and horizontal gird, to position to metallic plate, simultaneously
Strengthen the connection between metallic plate and horizontal gird.
This utility model has following advantages and effect：Using such scheme, the intensity of whole floor is made to greatly reinforce, and
Adhesion between metallic plate and concrete is increased by reinforcement, then by the connection between metallic plate and horizontal gird,
Effectively metallic plate is positioned, strengthen the connection between metallic plate and horizontal gird simultaneously, so that the transverse direction and longitudinal direction of floor is resisted
Shearing force is improved it is ensured that floor will not collapse in earthquake, only can be to lopsidedness, effective protection personal security.In addition
This utility model can reduce concrete amount, easy for installation, and integrated cost is relatively low.An actually preferable floor of steel structure.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is reinforcement side view in Fig. 1.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described further.
The floor of steel structure that this utility model provides, including support post 1, and the water connected vertically with support post 1
Flat crossbeam 2, horizontal gird 2 is provided with the metallic plate 3 that section is in tongue and groove, is provided with reinforcement in the groove of metallic plate 3 upper surface；
The triangle body that described reinforcement is made up of three parallel reinforcing bars 4 and connector 5, the reinforcing bar at top pass through respectively connector 5 with
Two reinforcing bars of bottom are connected, will pass through longitudinal direction and the cross-brace intensity that three-legged structure improves reinforcement；Described reinforcement
Length is adapted with groove length, to enable reinforcement to be distributed in whole groove；Described reinforcement height is more than or equal to
Groove height, to increase the adhesion of metallic plate and concrete；Described connector 5 is equally distributed steel wire；Described metal
Be connected by bolt and nut between plate 3 and horizontal gird 2 to position to metallic plate 3, strengthen simultaneously metallic plate 3 with
Connection between horizontal gird 2.
So that placing concrete 6 on metallic plate 3 upper surface and reinforcement, by the cooperation of metallic plate 3 and reinforcement, carry
High floor strength, and fundamentally solve the problems, such as that floor collapses.
Claims (5)
1. a kind of floor of steel structure, including support post, and with support post horizontal gird connected vertically it is characterised in that
Horizontal gird is provided with the metallic plate that section is in tongue and groove, is provided with reinforcement, described reinforcement in the groove of metallic plate upper surface
The triangle body being made up of three parallel reinforcing bars and connector, the reinforcing bar at top passes through two reinforcing bars of connector and bottom respectively
It is connected.
2. floor of steel structure according to claim 1 is it is characterised in that described reinforcement length is adapted with groove length.
3. floor of steel structure according to claim 1 is it is characterised in that described reinforcement height is more than or equal to groove height
Degree.
4. floor of steel structure according to claim 1 is it is characterised in that described connector is horizontal waveform steel wire, or
Person's vertical or oblique steel wire longitudinally arranged side by side, or be equally distributed steel wire.
5. floor of steel structure according to claim 1 is it is characterised in that pass through spiral shell between described metallic plate and horizontal gird
Bolt and nut connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620655178.4U CN205954972U (en) | 2016-06-28 | 2016-06-28 | Steel structure floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620655178.4U CN205954972U (en) | 2016-06-28 | 2016-06-28 | Steel structure floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954972U true CN205954972U (en) | 2017-02-15 |
Family
ID=57969493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620655178.4U Expired - Fee Related CN205954972U (en) | 2016-06-28 | 2016-06-28 | Steel structure floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954972U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938966A (en) * | 2017-12-29 | 2018-04-20 | 长沙紫宸科技开发有限公司 | A kind of permanent ornamental moulded plate for building |
| CN109138245A (en) * | 2018-09-05 | 2019-01-04 | 河南格锐新材料科技有限公司 | A kind of floor construction of multi-storey steel structure building construction |
-
2016
- 2016-06-28 CN CN201620655178.4U patent/CN205954972U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938966A (en) * | 2017-12-29 | 2018-04-20 | 长沙紫宸科技开发有限公司 | A kind of permanent ornamental moulded plate for building |
| CN109138245A (en) * | 2018-09-05 | 2019-01-04 | 河南格锐新材料科技有限公司 | A kind of floor construction of multi-storey steel structure building construction |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170215 Termination date: 20170628 |