CN206545308U - A kind of Steel Castellated Beams rib concrete folding plate - Google Patents
A kind of Steel Castellated Beams rib concrete folding plate Download PDFInfo
- Publication number
- CN206545308U CN206545308U CN201621234437.2U CN201621234437U CN206545308U CN 206545308 U CN206545308 U CN 206545308U CN 201621234437 U CN201621234437 U CN 201621234437U CN 206545308 U CN206545308 U CN 206545308U
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- castellated beams
- steel castellated
- folding plate
- 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
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
A kind of Steel Castellated Beams rib concrete folding plate, including concrete floor and at least one along plate length direction set Steel Castellated Beams, the Steel Castellated Beams include top flange, lower flange and steel web, and the lower flange build-in is in concrete floor, and the steel web is provided with honeycomb hole.Construction stage cast-in-place concrete is convenient, service stage reasonable stress, from heavy and light, high capacity, be very good structural elements.Steel Castellated Beams enhance prefabricated panel stiffness and intensity, reduce the weight of superimposed sheet, and the use of construction stage temporary support has been reduced or avoided.Steel Castellated Beams are the flat beam being hidden in concrete slab in service stage in later stage, with concrete slab shared external load.Steel Castellated Beams rib is employed, the adhesion strength of new-old concrete is enhanced.
Description
Technical field
The utility model is related to building structure technology field, more particularly to a kind of Steel Castellated Beams rib concrete folding plate.
Background technology
Reinforced concrete laminated floor slab is to add to pour a kind of assembling entirety formed by one layer of cast-in-place concrete on prefabricated board
Formula floor.Assembled integral floor integrates the advantage of cast-in-situ floor and assembled floor, compared to cast-type floor, the building
Plate realizes pre-erection industrialized production, can reduce formwork and concrete construction wet trade amount, shortens construction period；Compared to
Assembled floor, prefabricated panel and the top cast-in-place concrete of the floor are combined into an entirety, floor integral rigidity and antidetonation
Performance is greatly improved, therefore for the larger multi storied industrial factory building of some loads, skyscraper and has requirements for fortification against earthquake
Building, can also use this structure type.
Concrete folding plate can be divided into plane according to the cross sectional shape of concrete floor and last layer contact surface to overlap
Plate, shear connections type superimposed sheet and the class of floor type superimposed sheet three with ribbing.It is viscous between its planar-type superimposed sheet new-old concrete
Knot power is relatively low, and new-old concrete easily ftractures and occurs safety problem, and the rigidity of this kind of superimposed sheet is relatively low, and the construction stage needs
Temporary support is set, workload is added；Shear connections type superimposed sheet sets bar dowel or reinforcing bar in plane plate upper surface
The shear connector of the types such as truss, enhances the cohesive force of new-old concrete, but the steel using amount of this kind of superimposed sheet is higher, many
Reinforcing bar is in the later stage invalid waste for causing steel, and prefabricated thickness of slab is thicker, stacks, transports inconvenient；Floor type overlapping with ribbing
Plate sets unidirectional or two-way help and formed in rectangular base plate, and the rib of prefabricated bottom plate with ribbing not only adds the rigidity of bottom plate, subtracts
Less or the use of temporary support is avoided, and add the cohesive force and shearing strength between new-old concrete.Therefore such
The features such as plate has easy construction, short time limit, cost economic.
The rib of common floor type superimposed sheet with ribbing is concrete structure, and cross sectional shape is rectangle and T-shaped two kinds.This kind is folded
Plywood is typically conducted oneself with dignity larger, perforate inconvenience and cavity position easily produces crack, causes the internal flaw of superimposed sheet, this kind overlapping
Formwork supporting plate is more during the construction of plate bottom plate, construction inconvenience；Current some scholars propose various steel bar girder rib superimposed sheets, but existing
Steel bar girder rib superimposed sheet in steel bar girder effect mainly increase new-old concrete between adhesion strength, enhancing construction
The rigidity of bench floor, is not involved in carrying after later stage superimposed sheet pours shaping, causes the waste of steel substantially.
A kind of entitled " a kind of steel web prestressed concrete overlapping disclosed in China Patent No. CN201310297726.1
The superimposed sheet with ribbing of plate ", ribbed stiffener is made using steel web and the concrete edge of a wing, is taken full advantage of firm outside the excellent plane of steel web
Degree and shear resistance, reduce dead load.But the connection between steel web and concrete floor and the edge of a wing is insecure, especially ripple
Line steel web, and two block concretes connect by steel web, not only increase the use of template, and increase difficulty of construction.
A kind of entitled " a kind of corrugated web girder steel-flat beam of Combined concrete " disclosed in China Patent No. CN201520173691.5,
Adjacent two pieces of precast slabs are connected using corrugated web girder steel in Shear Behavior of R. c. Laminated Slabs, increase prefabricated board it
Between and new-old concrete between adhesion strength and shear-carrying capacity, reduce building floor height.But corrugated web girder steel does not have
It is cast in precast slab, corrugated web girder steel is not involved in carrying, it is necessary to set temporary support during the construction stage, and construction is not
Just.
Utility model content
To overcome problems of the prior art, the utility model is safe and reliable there is provided a kind of easy to process,
The Steel Castellated Beams rib concrete folding plate of superior performance.This kind of superimposed sheet realizes Steel Castellated Beams rib to be made in construction stage and later stage
The effect that can be effectively carried with the stage.
The technical scheme in the invention for solving the technical problem is：This kind of Steel Castellated Beams rib concrete folding
Plate, including the Steel Castellated Beams that concrete floor and at least one are set along plate length direction, the Steel Castellated Beams include top flange, under
The edge of a wing and steel web, the lower flange build-in is in concrete floor, and the steel web is provided with honeycomb hole.
Further, the concrete floor is internally provided with reinforced mesh, and the reinforced mesh carries prestressing force, reinforcing bar
Mesh sheet and the lower surface of the lower flange are welded and fixed.
Further, the quantity of the Steel Castellated Beams is two or more, and the steel web of Steel Castellated Beams is parallel to each other cloth
Put.
Further, the Steel Castellated Beams are used as to be hidden in concrete slab after concrete folding layer is poured bears carrying
The flat beam of power.
Further, the steel web height of the Steel Castellated Beams is not more than the concrete guarantor of top flange, lower flange and reinforcing bar
Covering thickness.
Further, the honeycomb hole shape on the steel web is circular or regular polygon or ellipse.
Further, pre-set and install circuit pipeline in the concrete floor.
To sum up, above-mentioned technical proposal of the present utility model has the beneficial effect that：
1. Steel Castellated Beams rib concrete folding plate described in the utility model, construction stage cast-in-place concrete is convenient, use
Stage reasonable stress, from heavy and light, high capacity, be very good structural elements.
2. Steel Castellated Beams enhance prefabricated panel stiffness and intensity in the utility model, the weight of superimposed sheet is reduced, is reduced
Or avoid the use of construction stage temporary support.
3. Steel Castellated Beams are the flat beam being hidden in concrete slab in service stage in later stage in the utility model, with concrete
Plate shared external load.
4. employing Steel Castellated Beams rib in the utility model, the adhesion strength of new-old concrete is enhanced.
5. in the utility model on the steel web of Steel Castellated Beams can perforate on demand, not only added bond area but also convenient
Pipeline is arranged.
6. Steel Castellated Beams can be in support of the construction stage as negative reinforcement of plate face in the utility model, it is to avoid setting reinforcing bar
Support, convenient construction.
Brief description of the drawings
Fig. 1 is the structural representation of Steel Castellated Beams rib concrete folding plate；
Fig. 2 is the structural representation of double Steel Castellated Beams rib concrete folding plates；
Fig. 3 is the cross-sectional view of Steel Castellated Beams rib concrete folding plate；
Fig. 4 is the cross-sectional view after the completion of pouring in the Steel Castellated Beams rib concrete folding plate later stage；
In figure：
1 Steel Castellated Beams, 101 top flanges, 102 lower flanges, 103 steel webs, 104 honeycomb holes, 2 concrete floors, 3 bottom plates are horizontal
To reinforcing bar, 4 bottom plate longitudinal reinforcements, pouring concrete layer after 5.
Embodiment
Feature of the present utility model and principle are described in detail below in conjunction with accompanying drawing 1-4, illustrated embodiment is only used for
The utility model is explained, protection domain of the present utility model is not limited with this.
As Figure 1-4, the utility model includes concrete floor 2 and at least one cellular steel set along plate length direction
Beam 1, the Steel Castellated Beams include top flange 101, lower flange 102 and steel web 103, and the lower flange build-in is in concrete floor
Interior, the steel web is provided with honeycomb hole.
Concrete floor 2 is internally provided with reinforced mesh, and reinforced mesh is by bottom plate transverse steel 3 and bottom plate longitudinal reinforcement 4
It is mutually perpendicular to fix composition.Reinforced mesh carries prestressing force, and the lower surface welding of the lower flange of reinforced mesh and Steel Castellated Beams is solid
It is fixed.
As shown in Fig. 2 the quantity of Steel Castellated Beams 1 is two or more, and the steel web of Steel Castellated Beams is arranged parallel to.
The quantity of Steel Castellated Beams is designed according to actual operation requirements.
Steel Castellated Beams bear bearing capacity after concrete folding layer is poured as being hidden in flat beam in concrete slab, honeycomb
Girder steel is the flat beam being hidden in concrete slab in service stage in later stage, with concrete slab shared external load.
The web height of Steel Castellated Beams is not more than top flange, lower flange and concrete cover to reinforcement thickness, i.e. honeycomb
The deck-molding of girder steel is in satisfaction on the premise of lower flange and concrete cover to reinforcement thickness, and also to exhaust to be worth greatly.
Circuit pipeline is pre-set and installed in concrete floor.Honeycomb hole shape on web for circular or regular polygon or
Ellipse, the honeycomb hole also add bond area, enhance the viscous of new-old concrete in addition to the arrangement that can be used for pipeline
Knotting strength, prefabricated panel stiffness and intensity are enhanced, reduce the weight of superimposed sheet, construction stage temporary support has been reduced or avoided
Use.
As shown in figure 3, when making, the pouring concrete layer 5 after close honeycomb steel plate side cast above concrete floor.It is first
First in plant produced prefabricated panel, colligation bottom plate transverse steel 3 and bottom plate longitudinal reinforcement 4, bottom plate longitudinal reinforcement 4 is distributed in bottom plate
On transverse steel 3, and ensure that bottom plate transverse steel 3 has sufficient thickness of concrete cover below.By under Steel Castellated Beams 1
The lower surface on the edge of a wing welds the center for Steel Castellated Beams 1 being fixed on plate with bottom plate transverse steel 3.Start casting concrete bottom plate 2,
Thickness is poured not less than 30mm.After the completion of maintenance, prefabricated board production is finished.Then first arrange at the construction field (site), splice prefabricated bottom
Plate, then pours a layer concrete, rear pouring concrete layer 5 exceedes the top flange of Steel Castellated Beams 2, and meets upper strata again in substrate
The requirement of Minimum Concrete Protective Coating Thickness, such as Fig. 4
Above-described embodiment is only the description carried out to preferred embodiment of the present utility model, not to the utility model
Scope be defined, on the premise of the utility model design spirit is not departed from, relevant technical staff in the field is to this practicality
New various modifications and improvement, all should expand determined by the utility model claims in protection domain.
Claims (7)
1. a kind of Steel Castellated Beams rib concrete folding plate, it is characterised in that including concrete floor and at least one rectangular along plate
To the Steel Castellated Beams of setting, the Steel Castellated Beams include top flange, lower flange and steel web, and the lower flange build-in is in concrete
In bottom plate, the steel web is provided with honeycomb hole.
2. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that the concrete bottom intralamellar part
Reinforced mesh is provided with, the reinforced mesh carries prestressing force, and reinforced mesh and the lower surface of the lower flange are welded and fixed.
3. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that the quantity of the Steel Castellated Beams
For two or more, and the steel web of Steel Castellated Beams is arranged parallel to.
4. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that the Steel Castellated Beams are in coagulation
Native overlapping layers bears bearing capacity after pouring as being hidden in flat beam in concrete slab.
5. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that the steel abdomen of the Steel Castellated Beams
Plate is highly not more than top flange, lower flange and concrete cover to reinforcement thickness.
6. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that the honeycomb on the steel web
Hole shape is circular or regular polygon or ellipse.
7. Steel Castellated Beams rib concrete folding plate according to claim 1, it is characterised in that pre- in the concrete floor
First set and install circuit pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621234437.2U CN206545308U (en) | 2016-11-17 | 2016-11-17 | A kind of Steel Castellated Beams rib concrete folding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621234437.2U CN206545308U (en) | 2016-11-17 | 2016-11-17 | A kind of Steel Castellated Beams rib concrete folding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206545308U true CN206545308U (en) | 2017-10-10 |
Family
ID=59992109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621234437.2U Expired - Fee Related CN206545308U (en) | 2016-11-17 | 2016-11-17 | A kind of Steel Castellated Beams rib concrete folding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206545308U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368359A (en) * | 2016-11-17 | 2017-02-01 | 中通钢构股份有限公司 | Honeycomb steel beam rib concrete laminated slab |
| CN112171884A (en) * | 2020-09-02 | 2021-01-05 | 中国建筑上海设计研究院有限公司 | Prefabricated ribbed concrete composite slab and preparation method thereof |
| CN115341700A (en) * | 2022-08-25 | 2022-11-15 | 昭弗建筑科技(上海)有限公司 | Composite floor slab and construction method thereof |
-
2016
- 2016-11-17 CN CN201621234437.2U patent/CN206545308U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368359A (en) * | 2016-11-17 | 2017-02-01 | 中通钢构股份有限公司 | Honeycomb steel beam rib concrete laminated slab |
| CN112171884A (en) * | 2020-09-02 | 2021-01-05 | 中国建筑上海设计研究院有限公司 | Prefabricated ribbed concrete composite slab and preparation method thereof |
| CN115341700A (en) * | 2022-08-25 | 2022-11-15 | 昭弗建筑科技(上海)有限公司 | Composite floor slab and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106368359A (en) | Honeycomb steel beam rib concrete laminated slab | |
| CN201347598Y (en) | Casting formwork component for construction | |
| CN108978856B (en) | Assembly type honeycomb beam-slab structure system | |
| CN108385904B (en) | Roofing parapet wall and construction method thereof | |
| CN201217872Y (en) | Prefabricated stacking floor | |
| CN206859479U (en) | A kind of steel bar girder laminated floor slab | |
| CN108301545A (en) | A kind of big module overlapping contignation of the assembled with space truss temporary support | |
| CN103953147A (en) | Two-way sandwich panel for split mounting type reinforcing bar girder | |
| CN211114235U (en) | Superimposed shear wall | |
| CN206545308U (en) | A kind of Steel Castellated Beams rib concrete folding plate | |
| CN103397700A (en) | Connection structure of building composite floor slab and steel tube shear wall | |
| CN113802740A (en) | Joint shear-resistant assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant drawknot composite floor slab | |
| CN109853873A (en) | Overlap concrete bidirectional stress insulation roof slab | |
| CN107246094B (en) | Superposed reinforced concrete slab structure capable of bearing heavy load and manufacturing method | |
| CN108301546A (en) | A kind of big module overlapping contignation of the assembled with plane girder temporary support | |
| CN209817212U (en) | Light heat preservation prefabricated floor | |
| CN110005110A (en) | A kind of prestressing force laminated floor slab construction method for exempting from support | |
| CN216766433U (en) | Superposed hollow floor slab with formwork | |
| CN105971176B (en) | Thin-wall steel tube rib hollow concrete superimposed sheet, floor, building and manufacture method | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN209703803U (en) | A kind of two direction truss reinforced concrete laminated floor slab | |
| CN113802741A (en) | Pin shear connection assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie-bar composite floor slab | |
| CN202273341U (en) | Prefabricated prestressed plate with reinforced-truss flange plate | |
| CN205857488U (en) | A kind of light composite heat-preserving laminated floor slab | |
| CN109853808A (en) | A kind of two-way floor of overlapping concrete reinforcement ring |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171010 Termination date: 20211117 |