CN207244966U - Steel bar truss floor support plate and combined type floor support plate - Google Patents
Steel bar truss floor support plate and combined type floor support plate Download PDFInfo
- Publication number
- CN207244966U CN207244966U CN201721183243.9U CN201721183243U CN207244966U CN 207244966 U CN207244966 U CN 207244966U CN 201721183243 U CN201721183243 U CN 201721183243U CN 207244966 U CN207244966 U CN 207244966U
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- Prior art keywords
- floor support
- support plate
- extension
- steel bar
- reinforcing bar
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 54
- 210000001624 hip Anatomy 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000007306 turnover Effects 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of steel bar truss floor support plate and combined type floor support plate, applied to building board technical field.The steel bar truss floor support plate includes floor support plate and steel bar girder；Floor support plate, the first extension and the second extension including bottom plate and positioned at bottom plate both ends, first extension and the second extension are arranged in parallel with bottom plate, and first extension and the second extension be extended in the opposite direction respectively, first extension and the second extension are connected with bottom plate both ends by connector, and connector is to be obliquely installed relative to bottom plate；Multiple wave crests are additionally provided with bottom plate, ribs is both provided between wave crest and wave crest, between the connector that wave crest is adjacent thereto；Steel bar girder, is fixed on bottom plate, including the reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member, reinforcing bar web member into isosceles triangular structure, wind up reinforcing bar and reinforcing bar web member top it is affixed, lower edge reinforcing bar respectively with it is affixed on the outside of two waists of reinforcing bar web member.The utility model has the advantages of simple structure, and intensity is high.
Description
Technical field
Building material technical field is the utility model is related to, in particular to a kind of steel bar truss floor support plate and group
Box-like floor support plate.
Background technology
Truss floor support plate is to belong to one kind without support die mould combination floor support plate, and truss is added in the sizing of backstage processing space
Work, site operation needs first to be fixed on profiled sheet on girder steel using peg, then places truss and bound, and checks and accepts after-pouring
Concrete.
The regular reinforcement truss floor support plate of the prior art when in use, is primarily present following defect：
Due to needing to pour, it is necessary to which very high intensity, prevents steel bar girder and floor support plate to be broken when pouring
Situation, and often there is the situation of insufficient strength in common steel bar truss floor support plate, influences construction speed.
It is particularly important in consideration of it, providing a kind of steel bar truss floor support plate that can improve intensity.
The information for being disclosed in the background section is merely intended to deepen the reason to the general background technology of the utility model
Solution, and be not construed as recognizing or imply known to those skilled in the art existing of the information structure in any form
Technology.
Utility model content
The purpose of this utility model is to provide a kind of steel bar truss floor support plate, with solve it is existing in the case of, due to needing
Pour, it is necessary to which very high intensity, prevents that steel bar girder and floor support plate from occurring situation about being broken when pouring, and common steel
Often there is the situation of insufficient strength in muscle truss floor support plate, influences the technical problem of construction speed.
The utility model provides a kind of steel bar truss floor support plate, including floor support plate and steel bar girder；
The floor support plate, including bottom plate and the first extension and the second extension positioned at bottom plate both ends, described first
Extension and the second extension are arranged in parallel with the bottom plate, and first extension and the second extension are respectively to opposite
Direction be extended, first extension and the second extension are connected with the bottom plate both ends by connector, the company
Fitting is to be obliquely installed relative to bottom plate；
Multiple wave crests are additionally provided with the bottom plate, between the wave crest and wave crest, the connection that the wave crest is adjacent thereto
Ribs is both provided between part；
The steel bar girder, is fixedly connected on the bottom plate, including the reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member,
The reinforcing bar web member is fixedly connected into isosceles triangular structure, the reinforcing bar that winds up with reinforcing bar web member top, the lower edge reinforcing bar
It is fixedly connected respectively with the outside of two waists of the reinforcing bar web member.
As further technical solution, the outermost end of first extension and the second extension is respectively arranged with hook plate
And L-square.
As further technical solution, the hook plate and L-square are equipped with.
As further technical solution, the bottom base plate is provided with the skid resistant course for increasing frictional resistance.
As further technical solution, the connector is straight panel connector or arc connector.
As further technical solution, into 120-145 degree angle between the connector and coupled bottom plate.
As further technical solution, the bottom plate is PP flitch material, PVC flitch material or PC flitch materials.
As further technical solution, first extension, the second extension, bottom plate and connector are integrally formed
Structure.
As further technical solution, supporting reinforcing bar is also connected with the steel bar girder.
Relative to the prior art, steel bar truss floor support plate described in the utility model has the advantage that：
Steel bar truss floor support plate provided by the utility model, floor support plate and steel bar girder；The floor support plate, including bottom plate with
And the first extension and the second extension positioned at bottom plate both ends, first extension and the second extension with the bottom plate
It is arranged in parallel, and first extension and the second extension are extended in the opposite direction respectively, first extension
It is connected with the second extension with the bottom plate both ends by connector, the connector is to be obliquely installed relative to bottom plate；It is described
Multiple wave crests are additionally provided with bottom plate, are respectively provided between the wave crest and wave crest, between the connector that the wave crest is adjacent thereto
There is ribs；The steel bar girder, is fixedly connected on the bottom plate, including the reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member,
The reinforcing bar web member is fixedly connected into isosceles triangular structure, the reinforcing bar that winds up with reinforcing bar web member top, the lower edge reinforcing bar
It is fixedly connected respectively with the outside of two waists of the reinforcing bar web member；
Wherein it is important to note that steel bar truss floor support plate provided by the utility model, it is provided with bottom plate multiple
Wave crest, between wave crest and wave crest, is both provided with ribs, ribs can improve between the connector that the wave crest is adjacent thereto
The integral strength of each bottom plate, causes the situation of base-plate breaking when preventing from pouring；Lower edge reinforcing bar respectively with the reinforcing bar abdomen
It is fixedly connected on the outside of two waists of bar, the intensity of the steel bar girder can be strengthened；The utility model can improve steel bar girder and building
The intensity of board, causes steel bar truss floor support plate to be broken when preventing from pouring；
Meanwhile floor support plate provided by the utility model due to connector relative to bottom plate to be obliquely installed, when in use both
It is able to can also turn over as ceiling with steel bar girder with the use of being poured.
Second purpose of the utility model is to provide a kind of combined type floor support plate, with solve it is existing in the case of, due to needing
Pouring, it is necessary to very high intensity, prevents that steel bar girder and floor support plate from occurring situation about being broken when pouring, and common
Often there is the situation of insufficient strength in steel bar truss floor support plate, influences the technical problem of construction speed.
The utility model provides a kind of combined type floor support plate, including multiple steel bar truss floor support plates；
The mutual clasp joint of L-square of the hook plate and the second extension of two first extensions of arbitrary neighborhood, formation group
Box-like floor support plate.
Relative to the prior art, combined type floor support plate described in the utility model has the advantage that：
The utility model provides a kind of combined type floor support plate, including multiple steel bar truss floor support plates；Arbitrary neighborhood
Two first extensions hook plate and the second extension the mutual clasp joint of L-square, formed combined type floor support plate；
Wherein need to stress, the utility model also provides a kind of combined type floor support plate, including above-mentioned reinforcing bar
Truss floor support plate, therefore there are all of steel bar truss floor support plate, in addition, the hook plate of the first extension and the second extension
The mutual clasp joint of L-square so that the combination between steel bar truss floor support plate is simple, and convenient overlap joint and dismounting, convenient after overlap joint
Different formal composing formula floor support plates is poured, and the intensity higher of combined type floor support plate.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical solution of the prior art
Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, describe below
In attached drawing be the utility model some embodiments, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the structure diagram for the steel bar truss floor support plate that the utility model embodiment provides；
Fig. 2 is the structure diagram for the steel bar girder that the utility model embodiment based on Fig. 1 provides；
Fig. 3 is the structure diagram for the floor support plate that the utility model embodiment based on Fig. 1 provides；
Fig. 4 is the structure diagram for the combined type floor support plate that the utility model embodiment based on Fig. 1 provides.
Icon：100- steel bar girders；110- winds up reinforcing bar；120- lower edge reinforcing bars；130- reinforcing bar web members；140- support steels
Muscle；141- supports transverse bar；142- supports vertical bars；200- floor support plates；210- bottom plates；211- wave crests；212- ribs；220- first
Extension；The second extensions of 230-；230- hook plates；240- L-squares.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model part of the embodiment, instead of all the embodiments.Based on the embodiment in the utility model, sheet
Field those of ordinary skill all other embodiments obtained without making creative work, belong to this practicality
Novel protected scope.
, it is necessary to explanation in the description of the utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular
Directly ", the orientation of the instruction such as " level ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position relationship, are only
Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that limitation to the utility model.In addition, term " the
One ", " second ", " the 3rd " are only used for description purpose, and it is not intended that instruction or hint relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in the description of the utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can mechanically connect or be electrically connected；It can be directly connected, can also be indirectly connected by intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Concrete structure is please referred to Fig.1 shown in -4：
Fig. 1 is the structure diagram for the steel bar truss floor support plate that the utility model embodiment provides；
Fig. 2 is the structure diagram for the steel bar girder that the utility model embodiment based on Fig. 1 provides；
Fig. 3 is the structure diagram for the floor support plate that the utility model embodiment based on Fig. 1 provides；
Fig. 4 is the structure diagram for the combined type floor support plate that the utility model embodiment based on Fig. 1 provides.
Embodiment one
As shown in Figs. 1-3, the steel bar truss floor support plate that the utility model embodiment provides, floor support plate 200 and steel bar girder
100；The floor support plate 200, including bottom plate 210 and positioned at first extension 220 at 210 both ends of bottom plate and the second extension
230,220 and second extension 230 of the first extension is arranged in parallel with the bottom plate 210, and first extension
220 and second extension 230 be extended in the opposite direction respectively, first extension, 220 and second extension 230 with
210 both ends of bottom plate are connected by connector, and the connector is to be obliquely installed relative to bottom plate 210；On the bottom plate 210
Multiple wave crests 211 are additionally provided with, between the wave crest 211 and wave crest 211, between the connector that the wave crest 211 is adjacent thereto
It is both provided with ribs 212；The steel bar girder 100, is fixedly connected on the bottom plate 210, including the reinforcing bar 110 that winds up, under
String reinforcing bar 120 and reinforcing bar web member 130, the reinforcing bar web member 130 is into isosceles triangular structure, reinforcing bar 110 and the steel of winding up
130 top of muscle web member is fixedly connected, and the lower edge reinforcing bar 120 is fixedly connected with the outside of two waists of the reinforcing bar web member 130 respectively.
Relative to the prior art, the steel bar truss floor support plate described in the utility model embodiment has the advantage that：
The steel bar truss floor support plate that the utility model embodiment provides, is provided with multiple wave crests 211, wave crest on bottom plate 210
Between 211 and wave crest 211, ribs 212,212 energy of ribs are both provided between the connector that the wave crest 211 is adjacent thereto
The integral strength of each bottom plate 210 is enough improved, the situation for causing bottom plate 210 to be broken when preventing from pouring；Lower edge reinforcing bar 120 divides
It is not fixedly connected with the outside of two waists of the reinforcing bar web member 130, the intensity of the steel bar girder 100 can be strengthened；The utility model
The intensity of steel bar girder 100 and floor support plate 200 can be improved, causes steel bar truss floor support plate to be broken when preventing from pouring；
Meanwhile floor support plate 200 provided by the utility model due to connector relative to bottom plate 210 to be obliquely installed, make
Used time be able to can also both turn over as ceiling with steel bar girder 100 with the use of being poured；
In addition, steel bar girder 100 is welded in bottom plate 210, the height of steel bar girder 100 can be increased, connected using both sides
Fitting, the first extension 220 and the second extension 230 can reduce the volume of concrete cover, so as to fulfill coagulation is reduced
The soil body accumulates, and reduces the purpose of dead load.
Specifically, elaborate below for the other structures of steel bar truss floor support plate provided in this embodiment：
In the alternative of the present embodiment, the outermost end of 220 and second extension 230 of the first extension is set respectively
There are hook plate 230 and L-square 240.
In the alternative of the present embodiment, the hook plate 230 and L-square 240 are used and are equipped with.
It is pointed out that hook plate 230 and L-square 240 are equipped with, two adjacent floor support plates 200 are facilitated to be connected
Connect, in addition, hook plate 230 and L-square 240 can also use other structures, the setting as long as both can work in coordination.
In the alternative of the present embodiment, 210 bottom of bottom plate is provided with the skid resistant course for increasing frictional resistance.
Specifically, the setting of skid resistant course, when floor support plate 200 are placed, can increase between floor support plate 200 and ground
Frictional resistance, when preventing from pouring produce slip.
In the alternative of the present embodiment, the connector is straight panel connector or arc connector.
In the alternative of the present embodiment, into 120-145 degree between the connector and coupled bottom plate 210
Angle.
In the alternative of the present embodiment, the bottom plate 210 is PP flitch material, PVC flitch material or PC flitch materials.
In the alternative of the present embodiment, first extension 220, the second extension 230, bottom plate 210 and connector
It is an integral molding structure.
It is pointed out that the first extension 220 provided in this embodiment, the second extension 230, bottom plate 210 and connection
Part is an integral molding structure, and processing is simple, and either when splicing or stacking, integral structure prevents floor support plate
200 are scattered, and improve stability.
In the alternative of the present embodiment, supporting reinforcing bar 140 is also connected with the steel bar girder 100.
Specifically, supporting transverse bar 141 and supporting vertical bars 142 that reinforcing bar 140 includes being arranged in a mutually vertical manner are supported；Above-mentioned supporting
The both ends of transverse bar 141 are fixedly connected with truss, and the top of supporting vertical bars 142 is fixedly connected with steel bar girder 100, supports transverse bar
141 are fixedly connected with the infall of supporting vertical bars 142.
It is pointed out that reinforcing bar web, into triangular structure, stable structure, anti-pressure ability is strong, meanwhile, steel bar girder
Supporting reinforcing bar 140 in 100 further improves reinforcing bar web into square crossing structure, supporting transverse bar 141 and supporting vertical bars 142
Intensity, structure are more stablized.
Embodiment two
As shown in figure 4, the utility model embodiment provides a kind of combined type floor support plate, including multiple steel bar girders
Floor support plate；The L-square 240 of 230 and second extension 230 of hook plate of two first extensions 220 of arbitrary neighborhood is mutual
Clasp joint, forms combined type floor support plate.
Relative to the prior art, the combined type floor support plate described in the utility model embodiment has the advantage that：
The utility model embodiment also provides a kind of combined type floor support plate, including above-mentioned steel bar truss floor support plate, therefore
There are all of steel bar truss floor support plate, in addition, the right angle of 230 and second extension 230 of hook plate of the first extension 220
240 mutual clasp joint of plate so that the combination between steel bar truss floor support plate is simple, and convenient overlap joint and dismounting, convenient pair after overlap joint
Different formal composing formula floor support plates are poured, and the intensity higher of combined type floor support plate.
It is pointed out that combined type floor support plate provided in this embodiment further includes other structures but as existing
Technology is disclosed, and details are not described herein.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, those of ordinary skill in the art should
Understand：It can still modify the technical solution described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical solution of type.
Claims (10)
1. a kind of steel bar truss floor support plate, it is characterised in that including floor support plate and steel bar girder；
The floor support plate, including bottom plate and the first extension and the second extension positioned at bottom plate both ends, first extension
Portion and the second extension are arranged in parallel with the bottom plate, and first extension and the second extension are respectively to opposite side
To being extended, first extension and the second extension are connected with the bottom plate both ends by connector, the connector
It is to be obliquely installed relative to bottom plate；
Multiple wave crests are additionally provided with the bottom plate, between the wave crest and wave crest, connector that the wave crest is adjacent thereto it
Between be both provided with ribs；
The steel bar girder, is fixedly connected on the bottom plate, including the reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member, described
Reinforcing bar web member is fixedly connected into isosceles triangular structure, the reinforcing bar that winds up with reinforcing bar web member top, the lower edge reinforcing bar difference
It is fixedly connected with the outside of two waists of the reinforcing bar web member.
2. steel bar truss floor support plate according to claim 1, it is characterised in that first extension and the second extension
Outermost end be respectively arranged with hook plate and L-square.
3. steel bar truss floor support plate according to claim 2, it is characterised in that the hook plate and L-square are equipped with.
4. steel bar truss floor support plate according to claim 1, it is characterised in that the bottom base plate is provided with for increasing
The skid resistant course of frictional resistance.
5. steel bar truss floor support plate according to claim 1, it is characterised in that the connector is straight panel connector or arc
Shape connector.
6. steel bar truss floor support plate according to claim 1, it is characterised in that the connector and coupled bottom
Into 120-145 degree angle between plate.
7. steel bar truss floor support plate according to claim 1, it is characterised in that the bottom plate is PP flitch material, PVC flitch
Material or PC flitch materials.
8. steel bar truss floor support plate according to claim 1, it is characterised in that first extension, the second extension,
Bottom plate and connector are an integral molding structure.
9. steel bar truss floor support plate according to claim 1, it is characterised in that supporting is also connected with the steel bar girder
Reinforcing bar.
10. a kind of combined type floor support plate, it is characterised in that including multiple claim 1-9 any one of them steel bar girders buildings
Board；
The mutual clasp joint of L-square of the hook plate and the second extension of two first extensions of arbitrary neighborhood, forms combined type
Floor support plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721183243.9U CN207244966U (en) | 2017-09-14 | 2017-09-14 | Steel bar truss floor support plate and combined type floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721183243.9U CN207244966U (en) | 2017-09-14 | 2017-09-14 | Steel bar truss floor support plate and combined type floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244966U true CN207244966U (en) | 2018-04-17 |
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ID=61888815
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721183243.9U Expired - Fee Related CN207244966U (en) | 2017-09-14 | 2017-09-14 | Steel bar truss floor support plate and combined type floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244966U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587638A (en) * | 2017-09-14 | 2018-01-16 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combined type floor support plate |
-
2017
- 2017-09-14 CN CN201721183243.9U patent/CN207244966U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587638A (en) * | 2017-09-14 | 2018-01-16 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combined type floor support plate |
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| 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: 20180417 |