CN208472974U - A kind of steel bar girder plate end connects steel structure girder node structure - Google Patents
A kind of steel bar girder plate end connects steel structure girder node structure Download PDFInfo
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- CN208472974U CN208472974U CN201820853172.7U CN201820853172U CN208472974U CN 208472974 U CN208472974 U CN 208472974U CN 201820853172 U CN201820853172 U CN 201820853172U CN 208472974 U CN208472974 U CN 208472974U
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Abstract
The utility model relates to steel building construction applications, specifically, being related to a kind of steel bar girder plate end connection steel structure girder node structure.Including steel structure girder and the steel bar girder plate for being respectively arranged on steel structure girder two sides, which is characterized in that the floor support plate side with steel bar girder is detachably connected, the other side is arranged at intervals with supporting element, the supporting element stretches out the floor support plate；For the steel bar girder lapping ends on steel structure girder, the steel bar girder end is welded with supporting rib, and the floor support plate upper surface is suitable with the faying surface height of steel structure girder.The method that the detachable steel bar girder plate of the utility model uses small area on-site consolidation, so that the handling and assembly of steel bar girder plate are all more convenient simple, and single steel bar girder plate assembly completion can be welded and fixed, therefore node structure is fairly simple and is connected firmly, it is not necessarily to or reduces the support of the supporting frameworks such as scaffold, it can be constructed with layer stereo, greatly improve construction efficiency, reduce the duration.
Description
Technical field
The utility model relates to concrete structure architecture construction fields, specifically, being related to a kind of steel bar girder plate end
Connect steel structure girder node structure.
Background technique
Horizontal structure form work engineering in China's building trade generallys use at present sets up bent-frame bracing, additionally arranges flitch and glue
Plywood or template.Its technological principle provides support by setting bent-frame bracing system for floor support plate, meets construction stage bearing capacity
And deformation requirements.Since that process is tedious is complicated for bent-frame bracing system, basement process need to be carried out, scaffold is set up, installation template, ties up
Wire-tie, concrete casting, maintenance, demoulding will occupy a large amount of time, occupy the duration, and the management of leasing of scaffold takes
With height, there is also the danger of high-altitude construction.
In recent years, the application with steel construction in building field is goed deep into, and applies the floor support plate between steel structure girder
It is laid with and production efficiency is still seriously affected using traditional approach.Chinese Patent Application No.: 2010106235093, patent name:
Steelframe truss floor support plate construction method, disclose by by the galvanized sheet of zinc-plated bed die floor support plate and steel bar truss welding in steel knot
The mode of structure beam solves the problems, such as bent-frame bracing system, reduces template, scaffolding work, reduces steel bar girder binding
Amount.But zinc-plated bed die steel bar girder is at high cost, it is secondary to whitewash relatively difficult, and the segmentum intercalaris of zinc-plated template and steel structure girder
Point structure processing is more difficult.
Chinese Patent Application No.: 2013102995081, patent name: self-bearing type bar frame gang form and its construction
Method discloses the bar frame of a kind of multiple rows of longitudinal reinforcement truss and multiple rows of transversely distributed steelbar composition, bar frame and can
Disassembly template is implemented in combination with few Construction of Supporting scheme of the template in concreting, scaffold when reducing horizontal structure construction
It uses.Allow template that utilization is repeated, reduce cost, facilitate secondary powdering, but is applicable only on frame beam structure,
Rarely has the application on steel structure girder, and bar frame gang form handling is relatively difficult, and the bar frame of large area
Gang form installs node complexity, and bonding strength is low, and load-bearing capacity is weaker.
Summary of the invention
The content of the utility model is to provide a kind of steel bar girder plate end connection steel structure girder node structure, can be real
Existing steel bar girder and reinforcing steel bar frame are set a roof beam in place the construction efficiency of higher bonding strength and more efficient, while reducing supporting element significantly
Use.
A kind of steel bar girder plate end according to the present utility model connects steel structure girder node structure, including steel structure girder and
It is respectively arranged on the steel bar girder plate of steel structure girder two sides, which is characterized in that the floor support plate side detachably connects with steel bar girder
It connects, the other side is arranged at intervals with supporting element, the supporting element stretching floor support plate；
For the steel bar girder lapping ends on steel structure girder, the steel bar girder end is welded with supporting rib, the building
Board upper surface is suitable with the faying surface height of steel structure girder.The detachable steel bar girder plate of the utility model is using small area scene
Assembled method, so that the handling and assembly of steel bar girder plate are all more convenient simple, and single steel bar girder plate assembly is complete
Achievement is solderable to fix, therefore node structure is fairly simple and is connected firmly, and is not necessarily to or reduces the supporting frameworks such as scaffold
Support, can be constructed with layer stereo, greatly improve construction efficiency, reduce the duration；Pass through supporting element between adjacent steel bar girder plate
Mutually the appearance in support reduction spillage or steel bar girder plate dislocation gap, the floor support plate upper surface are suitable with faying surface height
So that steel structure girder and floor plates good integrity, anti-knock shock resistance are good, good waterproof performance, floor face is relatively more flat can directly to carry out powder
Decorations handling.
Further, the supporting rib and the steel structure girder faying surface are welded to connect.The utility model is in steel bar girder
The distance between the adjustable steel bar girder of supporting rib and steel structure girder is arranged in end, to further adjust on the floor support plate
Surface and faying surface are high, and supporting rib plays a supporting role to steel bar girder end, greatly increases the knot of steel bar girder end
Structure intensity.
Further, which is characterized in that each steel bar girder includes wind up reinforcing bar, lower edge reinforcing bar and web member steel
Muscle, the supporting rib wind up with the one of branch triangular in shape reinforcing bar and the end reinforced connection of two lower edges respectively.The utility model branch
Supportting muscle has stronger structural stability, reduces the waste of material to the greatest extent.
It further, further include additional muscle, the additional muscle both ends steel bar girder with steel structure girder two sides respectively
End connection.The steel bar girder of additional muscle connection described in the utility model steel structure girder two sides, so that steel bar girder end connects
More stable, the bonding strength of the end of steel structure girder is high after casting concrete and makes the floor plates after casting concrete solidification
Ability and bearing capacity are cut in bending resistance with higher.
Further, the additional muscle includes upper additional muscle and lower attachment muscle, is bound on the reinforcing bar that winds up, lower edge reinforcing bar
Be distributed muscle, the upper additional muscle and lower attachment muscle respectively with distributing reinforcement or the reinforcing bar that winds up, lower edge bar splicing.This is practical new
Additional muscle is connect with upper lower edge reinforcing bar type respectively up and down or distributing reinforcement connects, so that being vertically connected with muscle with certain space layer
It is secondary, make full use of the structural strength of additional muscle.
Further, including end additional muscle, the end additional muscle are located at described between two supporting ribs being oppositely arranged
It is overlapped with upper additional muscle and lower attachment muscle.The utility model setting end distributing reinforcement forms two layers of reticular structure with muscle is vertically connected with,
So that ability and bearing capacity are cut in the floor plates bending resistance with higher after casting concrete solidification.
Further, the distance that the upper additional muscle is located at one end to the steel structure girder axis of floor support plate side is greater than
300mm, the distance that the lower attachment muscle is located at one end to the steel structure girder axis of floor support plate side are greater than 200mm.The utility model
The lap of splice of upper additional muscle is greater than the lap of splice of lower additional muscle, makes full use of the tensile strength of additional muscle, reduces material
Waste.
Further, the gap of the floor support plate and the steel structure girder stitching portion is equipped with sealing plate, and the sealing plate prevents
The concrete leakage poured.Described in the utility model sealing plate can be quickly laid with, effectively prevent floor plates and steel structure girder it
Between gap generate spillage phenomenon.
Further, peg is welded on the upside of the steel structure girder.The utility model is arranged in steel bar girder end to be supported
The bonding strength of muscle and weld stud increase and decrease floor plates and steel structure girder.
Detailed description of the invention
The schematic perspective view of Fig. 1 detachable reinforcing steel truss plate；
Fig. 2 is present invention looks up structural representation when steel bar girder plate splices；
Fig. 3 is steel bar girder plate end and steel structure girder connecting joint structure schematic diagram.
In figure: 1- steel bar girder, 11- lower edge reinforcing bar, 12- wind up reinforcing bar, 13- web member reinforcing bar, on 15- additional muscle 151-
Additional muscle, 2- floor support plate, 20- steel bar girder plate, 3- supporting element, 4- connector, 41- card slot, the end 51- under additional muscle, 152-
Steel structure girder, 52- steel structure girder, 6- anchor bolt, 7- cheek board, 71- vertical plate, 72- level board, 9- distributing reinforcement, 17- supporting rib,
The end 18- distributing reinforcement.
Specific embodiment
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, from beginning extremely
Same or similar label indicates same or similar element or element with the same or similar functions eventually.Below with reference to
It is illustrative when the embodiment of attached drawing description, it is only used for explaining the utility model, and the limit to the utility model cannot be construed to
System.
With reference to the accompanying drawings of the specification and specific embodiment, invention is described in detail.
Embodiment
A kind of detachable steel bar girder plate 20 as shown in Figure 1 and Figure 2 comprising steel bar girder 1, connector 4, floor support plate 2
With supporting element 3.The steel bar girder 1 includes one winding up reinforcing bar 11 and two lower edge reinforcing bars 12, and two lower edge reinforcing bars 12 pass through web member steel
Muscle 13 is welded to connect with the reinforcing bar 11 that winds up respectively.The two lower edges reinforcing bar 12 is opposite to be connected with connector 4.The connector 4 wraps
The card slot 41 of the Feed-through 4 of side opening is included, 4 lower end of connector is equipped with threaded hole.Connector 4 it is pairs of be connected to two
On lower edge reinforcing bar 12, each pair of connector 4 longitudinal arrangement on steel bar girder 1.
The span of the plate of detachable reinforcing steel truss shown in Fig. 1 20 can be according to requiring to design, generally 1~3m, and width is
Two Pin steel bar girders 2, steel bar girder 2 or a Pin, three Pin or more Pin, Fig. 1 are brief description in some embodiments
The connection relationship of steel bar girder 1 and floor support plate 2.
As shown in Fig. 2, the splicing relationship between steel bar girder plate 20.The floor support plate 2 is connected far from 1 side of steel bar girder
There is supporting element 3, the supporting element 3 is spaced laterally apart on 2 length direction of floor support plate, and the supporting element 3 alternately stretches out
2 left and right sides of floor support plate.One supporting element, 3 right end stretches out 2 the right of floor support plate, 2 left side of left indent floor support plate, adjacent supporting piece 3
Then on the contrary, 2 left side of floor support plate is stretched out on 2 the right of right indent floor support plate, left end.The floor support plate 2 is equipped with connecting hole, the support
Part 3 is equipped with fixation hole, and bolt front end passes sequentially through the fixation hole, the connecting hole is connect with the threaded hole of connector 4, so that
Supporting element 3 and floor support plate 2 are connect with steel bar girder 1.Preferably, each steel bar girder board width be set as 400mm~
800mm is equipped with 1 to 5 placing of reinforcement truss.The floor face has several unit steel bar girder plates 20 assembled, according to splicing
When, the width of the steel bar girder plate 20 finally spliced on side according to the assembled width design of real surplus, can for by a Pin or
The steel bar girder plate 20 that the more Pin steel bar girders 2 of person form.
According to construction requirement, according to the processing of design length, accurate blanking and branch is welded in factory's steel bar girder plate 20
Support muscle 17；The floor support plate 2 and 1 assembly connection of steel bar girder of width will be designed, floor support plate 2 and the assembly of steel bar girder 1 can be
Batch production assembly, can also avoid the haulagman of reusable floor support plate in the construction site assembly connection of specific regions
Make.The steel bar girder plate assembled avoids construction site cutting quantity, and when construction can accomplish accurate contraposition.
As shown in figure 3,1 end of steel bar girder is welded with supporting rib 17, the supporting rib 17 is in inverse-T-shaped, its end part
12 end of reinforcing bar of not winding up with two lower edge reinforcing bars 11 of distribution triangular in shape and one is welded to connect, and the supporting rib 17 is welded on institute
State the upper surface of steel structure girder 5.
5 two sides of steel structure girder are equipped with steel bar girder plate 20 respectively, the steel positioned at 5 two sides of steel structure girder
The part of the prominent floor support plate 2 of muscle truss 1 is overlapped on the upper surface of described steel structure girder 5, the supporting rib 17 and the steel structure girder 5
Welded lap, two ends for being located at the steel bar girder 1 of 5 upside of steel structure girder are oppositely arranged, and intermediate there are gap, the present embodiment
In, distributing reinforcement 9 is set in the gap.On 2 upper surface of floor support plate and the institute of steel bar girder 1 overlapped the steel structure girder 5
Face height is suitable, and when casting concrete, the face that pours contacted with concrete is plane, so that floor face globality is preferable.It is described
Distributing reinforcement 9 is banded on steel bar girder 1, the distributing reinforcement 9 is vertical with steel bar girder 1.The distributing reinforcement 9 respectively with the reinforcing bar that winds up
11 and lower edge reinforcing bar 12 binding or welding, form bilevel spatial distribution.
1 end of steel bar girder is equipped with additional muscle 15, and the additional muscle 15 connects the steel bar girder of 5 two sides of steel structure girder
Plate 2, and overlapped with distributing reinforcement 9 or steel bar girder 1.Further, the additional muscle 15 includes that upper additional muscle 151 is attached under
Reinforcement 152, the upper additional muscle 151 and lower additional muscle 152 is located at the two sides of upper layer and lower layer distributing reinforcement 9 and distributing reinforcement 9 is tied up
It pricks or is welded to connect, the distance that the upper additional muscle 151 is located at one end to 5 axis of steel structure girder of floor support plate side is greater than
300mm, the distance that the lower additional muscle 152 is located at one end to 5 axis of steel structure girder of floor support plate side are greater than 200mm.Perpendicular to
The distributing reinforcement 9 and additional muscle 15 of 1 length direction of steel bar girder are arranged in steel bar girder 1 and wind up the lower section of reinforcing bar 11, need to guarantee coagulation
Protective soil layer thickness.
The floor support plate 2 and the steel structure girder 5 inevitably will appear gap when splicing, when the floor support plate 2 and the steel
When the gap between structural beams 5 is larger or the case where being likely to occur leakage concrete grout, sealing plate 8 is set on gap, it is described
Sealing plate 8 is fastened on floor support plate 2 by self-tapping screw, or can also be spoted weld the steel structure girder 5 and prevented the coagulation poured
Soil leakage.In the construction of some removable steel bar girder plates, removable steel bar girder plate 20 carries out parallel surface with steel structure girder 5
It is laid with, and reserves the gap 10~15mm between floor support plate 2 and steel structure girder 5, and closed up with sealing plate 8, with mortar leakage prevention.
In order to which concrete and the steel structure girder 5 are connected firmly, in the 5 upside weld stud of steel structure girder.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model method one of embodiment, be actually not limited thereto.So if this field
Those of ordinary skill is enlightened by it, without deviating from the purpose of the present invention, without creatively design with
The similar mode of the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (9)
1. a kind of steel bar girder plate end connects steel structure girder node structure, including steel structure girder (5) and is respectively arranged on steel construction
The steel bar girder plate (20) of beam (5) two sides, which is characterized in that steel bar girder plate (20) includes floor support plate (2), the floor support plate
(2) side with steel bar girder (1) is detachably connected, the other side is arranged at intervals with supporting element (3), the supporting element (3) stretches out institute
State floor support plate (2)；
For steel bar girder (1) lapping ends on steel structure girder (5), steel bar girder (1) end is welded with supporting rib
(17), floor support plate (2) upper surface is suitable with the faying surface height of steel structure girder (5).
2. steel bar girder plate end connects steel structure girder node structure according to claim 1, which is characterized in that the support
Muscle (17) and the steel structure girder (5) faying surface are welded to connect.
3. steel bar girder plate end connects steel structure girder node structure according to claim 2, which is characterized in that described each
Steel bar girder (1) includes winding up reinforcing bar (11), lower edge reinforcing bar (12) and web member reinforcing bar (13), the supporting rib (17) respectively with
The reinforcing bar (11) that winds up of the one of branch triangular in shape is connected with two lower edge reinforcing bar (12) ends.
4. steel bar girder plate end connects steel structure girder node structure according to claim 3, which is characterized in that further include attached
Reinforcement (15), additional muscle (15) both ends are connect with the steel bar girder (1) end of steel structure girder (5) two sides respectively.
5. steel bar girder plate end connects steel structure girder node structure according to claim 4, which is characterized in that described additional
Muscle (15) includes upper additional muscle (151) and lower attachment muscle (152), and the reinforcing bar that winds up (11), lower edge reinforcing bar are banded on (12)
Distributing reinforcement (9), the upper additional muscle (151) and lower attachment muscle (152) respectively with distributing reinforcement (9) or the reinforcing bar that winds up (11), under
String reinforcing bar (12) overlap joint.
6. steel bar girder plate end connects steel structure girder node structure according to claim 5, which is characterized in that attached including holding
Reinforcement (18), the end additional muscle (18) be located at it is described between two supporting ribs (17) being oppositely arranged with upper additional muscle
(151) it is overlapped with lower attachment muscle (152).
7. steel bar girder plate end connects steel structure girder node structure according to claim 5, which is characterized in that described attached
The distance that reinforcement (151) is located at one end to steel structure girder (5) axis of floor support plate (2) side is greater than 300mm, the lower attachment muscle
(152) distance positioned at one end to steel structure girder (5) axis of floor support plate (2) side is greater than 200mm.
8. steel bar girder plate end connects steel structure girder node structure according to claim 1, which is characterized in that hold in the building
The gap of plate (2) and the steel structure girder (5) stitching portion is equipped with sealing plate (8), and the sealing plate (8) prevents the concrete poured from letting out
Dew.
9. steel bar girder plate end connects steel structure girder node structure according to claim 1, which is characterized in that the steel knot
Peg (6) are welded on the upside of structure beam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820853172.7U CN208472974U (en) | 2018-06-04 | 2018-06-04 | A kind of steel bar girder plate end connects steel structure girder node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820853172.7U CN208472974U (en) | 2018-06-04 | 2018-06-04 | A kind of steel bar girder plate end connects steel structure girder node structure |
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| Publication Number | Publication Date |
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| CN208472974U true CN208472974U (en) | 2019-02-05 |
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| CN201820853172.7U Expired - Fee Related CN208472974U (en) | 2018-06-04 | 2018-06-04 | A kind of steel bar girder plate end connects steel structure girder node structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN110284716A (en) * | 2019-07-18 | 2019-09-27 | 成都建工第四建筑工程有限公司 | The construction method of the lifter plate node structure of steel bar truss floor support plate |
| CN111535489A (en) * | 2020-05-08 | 2020-08-14 | 吉林省中鼎建筑设计有限公司 | Method for arranging multipurpose additional steel bars of steel bar truss concrete laminated slab |
| CN113738006A (en) * | 2021-10-14 | 2021-12-03 | 山东省建设科技与产业化中心有限公司 | Truss floor plate |
-
2018
- 2018-06-04 CN CN201820853172.7U patent/CN208472974U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN110284716A (en) * | 2019-07-18 | 2019-09-27 | 成都建工第四建筑工程有限公司 | The construction method of the lifter plate node structure of steel bar truss floor support plate |
| CN110284716B (en) * | 2019-07-18 | 2021-06-29 | 成都建工第四建筑工程有限公司 | Construction method of lifting plate node structure of steel bar truss floor bearing plate |
| CN111535489A (en) * | 2020-05-08 | 2020-08-14 | 吉林省中鼎建筑设计有限公司 | Method for arranging multipurpose additional steel bars of steel bar truss concrete laminated slab |
| CN113738006A (en) * | 2021-10-14 | 2021-12-03 | 山东省建设科技与产业化中心有限公司 | Truss floor plate |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190205 |
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