CN207228355U - A kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure - Google Patents
A kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure Download PDFInfo
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- CN207228355U CN207228355U CN201721274354.0U CN201721274354U CN207228355U CN 207228355 U CN207228355 U CN 207228355U CN 201721274354 U CN201721274354 U CN 201721274354U CN 207228355 U CN207228355 U CN 207228355U
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- steel
- floor support
- support plate
- steel bar
- plate
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Abstract
The utility model belongs to building structure technology field, it is proposed that a kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure.Including by steel plate concrete faced wall（1）, steel bar truss floor support plate（2）, C-shaped channel steel（3）, steel bar truss floor support plate（2）With faced wall（1）Junction, in steel plate concrete faced wall outer side wing edge steel plate（4）Weld C-shaped channel steel（3）, by steel bar truss floor support plate（2）Reeve is welded inside C-shaped channel steel, C-shaped channel steel top edge and steel bar girder（5）Top is welded, lower edge and profiled sheet（6）Weld bottom.Steel plate concrete faced wall is not only closely connected by the utility model with floor support plate, and Path of Force Transfer is clear and definite, and construction period reduces significantly, and the lifting of assembling degree is very big.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of assembling steel plate Combined concrete wall and steel
Muscle truss floor support plate connecting structure.
Background technology
As China's output of steel significantly increases, the codes and standards in relation to assembled-type house also formulate continuous and
Put into effect, while domestic application technology is also constantly developing, assembled-type house has the development prospect of light, its light plate mixes
Solidifying soil faced wall is the effective lateral resistant member of one of which.It is to be effectively combined steel plate and concrete to form one
The new lateral resistant member of kind, the steel plate constraint core concrete of both sides causes bearing capacity of concrete-filled to increase substantially, and coagulation
Soil again plays a supporting role both sides steel plate, the two combines and has preferably played the big material of steel high-strength light, concrete rigidity
Expect performance advantage, while in turn ensure that the integrality of wall section.
At present, it is largely to faced wall side steel plate on the connecting structure of steel plate concrete faced wall and floor support plate
Punch, floor is then inserted into wall, will necessarily so weaken wall section, and the reinforcing bar for being inserted into floor parts is intensive, causes
Concreting process is difficult, and construction is complicated, and assembling degree is low.
The content of the invention
To solve the above problems, held the utility model proposes a kind of assembling steel plate Combined concrete wall with steel bar girder building
Plate connecting structure.Including by steel plate concrete faced wall, steel bar truss floor support plate and C-shaped channel steel, steel bar truss floor support plate and group
He Qiang junctions, weld C-shaped channel steel in steel plate concrete faced wall outer side wing edge steel plate, steel bar truss floor support plate are injected and is welded
Connect inside C-shaped channel steel, C-shaped channel steel top edge is welded with steel bar girder top, and lower edge is welded with profiled sheet bottom.
The steel plate concrete faced wall, inside are Concrete Filled, and both sides are edge of a wing steel plate, to strengthen local carrying
Power, steel bar truss floor support plate and faced wall junction, set two layers of end plate, end plate center punches, easy to pouring for concrete.
The steel bar truss floor support plate, top are steel bar girder, and lower part is profiled sheet, is completed in factory, scene
Carry out concreting.
The C-shaped channel steel is welded on steel plate concrete faced wall outer side wing edge steel plate by weld seam, its upper and lower surface is equal
Welded, to ensure reasonable mechanical.The steel bar girder end of the steel bar truss floor support plate is bent up in plate internal plane point, and
Welded with channel steel inner surface.
The utility model has the advantage of：The application of C-shaped channel steel improves steel plate concrete faced wall in the utility model
With the globality of steel bar truss floor support plate connecting structure, and intensity in succession being improved, Path of Force Transfer is clear and definite, shortens construction period,
Assembling degree greatly improves.
Brief description of the drawings
It is perpendicular with steel bar truss floor support plate connecting structure that Fig. 1 is a kind of assembling steel plate Combined concrete wall of the utility model
To profile.
In figure：1- steel plate concrete faced walls；2- steel bar truss floor support plates；3-C type groove steel；4- edges of a wing steel plate；5- reinforcing bars
Truss；6- profiled sheets；7- weld seams；8- end plates；9- concrete；10- channel steel inner surfaces.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings：
As shown in Figure 1, held the utility model proposes a kind of assembling steel plate Combined concrete wall with steel bar girder building
Plate connecting structure.Including by steel plate concrete faced wall 1, steel bar truss floor support plate 2 and C-shaped channel steel 3, steel bar truss floor support plate with
Faced wall junction, welds C-shaped channel steel 3 in steel plate concrete faced wall outer side wing edge steel plate 4, steel bar truss floor support plate 2 is inserted
Into inside welded C-shaped channel steel, C-shaped channel steel top edge and steel bar girder（5）Top is welded, lower edge and 6 bottom of profiled sheet
Welding.
The steel plate concrete faced wall 1, inside are filled for concrete 9, and both sides are edge of a wing steel plate 4, to strengthen local hold
Power, steel bar truss floor support plate and faced wall junction are carried, two layers of end plate 8 is set, and end plate center punches, easy to pouring for concrete
Build.
The steel bar truss floor support plate 2, top are steel bar girder 5, and lower part is profiled sheet 6, is completed in factory, existing
Field carries out concreting.
The C-shaped channel steel 3 is welded on steel plate concrete faced wall outer side wing edge steel plate 4 by weld seam 7, its upper and lower surface
Welded, to ensure reasonable mechanical.
5 end of steel bar girder of the steel bar truss floor support plate 2 is bent up in plate internal plane point, and with channel steel inner surface 10
Welding.
The utility model concrete construction method is：First, factory makes the steel plate concrete for processing and being not filled by concrete
Faced wall 1, steel bar truss floor support plate 2 and C-shaped channel steel 3, and weld two layers of band hole end plate in faced wall and floor support plate junction
8, C-shaped channel steel 3 is soldered at faced wall end plate 8, and the upper and lower surface of C-shaped channel steel respectively with the upper and lower flush of end plate；Its
It is secondary, lift steel plate concrete faced wall 1, internal casting concrete 9；Then steel bar truss floor support plate 2 is lifted, inserts its end
Into inside C-shaped channel steel 3, C-shaped channel steel top edge and 5 top of steel bar girder are welded in scene, lower edge and 6 bottom of profiled sheet
End is welded, and finally pours floor support plate concrete.
The foregoing is merely specific embodiment of the utility model, is not intended to limit the present invention, all at this
The spirit of utility model and any modification, equivalent substitution, improvement and etc. within principle, done, should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure, it is characterised in that：Including by steel
Board concrete faced wall（1）, steel bar truss floor support plate（2）And C-shaped channel steel（3）, steel bar truss floor support plate and faced wall junction,
In steel plate concrete faced wall outer side wing edge steel plate（4）Upper welding C-shaped channel steel（3）, by steel bar truss floor support plate（2）Reeve is welded
Connect inside C-shaped channel steel, C-shaped channel steel top edge and steel bar girder（5）Top is welded, lower edge and profiled sheet（6）Weld bottom.
2. a kind of assembling steel plate Combined concrete wall according to claim 1 and steel bar truss floor support plate connecting structure,
It is characterized in that：The steel plate concrete faced wall（1）, inside is concrete（9）Filling, both sides are edge of a wing steel plate（4）, to add
Strong part bearing capacity, steel bar truss floor support plate and faced wall junction, set two layers of end plate（8）, end plate center punches, easy to mixed
Solidifying soil pours.
3. a kind of assembling steel plate Combined concrete wall according to claim 1 and steel bar truss floor support plate connecting structure,
It is characterized in that：The steel bar truss floor support plate（2）, top is steel bar girder（5）, lower part is profiled sheet（6）, in factory's system
Complete, scene carries out concreting.
4. a kind of assembling steel plate Combined concrete wall according to claim 1 and steel bar truss floor support plate connecting structure,
It is characterized in that：The C-shaped channel steel（3）By weld seam（7）It is welded on steel plate concrete faced wall outer side wing edge steel plate（4）On,
Thereon, lower surface is welded, to ensure reasonable mechanical.
5. a kind of assembling steel plate Combined concrete wall according to claim 1 and steel bar truss floor support plate connecting structure,
It is characterized in that：The steel bar truss floor support plate（2）Steel bar girder（5）End is bent up in plate internal plane point, and and channel steel
Inner surface（10）Welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721274354.0U CN207228355U (en) | 2017-09-30 | 2017-09-30 | A kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721274354.0U CN207228355U (en) | 2017-09-30 | 2017-09-30 | A kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228355U true CN207228355U (en) | 2018-04-13 |
Family
ID=61849931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721274354.0U Expired - Fee Related CN207228355U (en) | 2017-09-30 | 2017-09-30 | A kind of assembling steel plate Combined concrete wall and steel bar truss floor support plate connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228355U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661208A (en) * | 2018-04-28 | 2018-10-16 | 河南城建学院 | A kind of horizontal joint connecting method of assembling steel plate concrete shear force wall |
| CN108756038A (en) * | 2018-07-11 | 2018-11-06 | 上海应用技术大学 | Assembly concrete shear wall and floor support plate rigid connection node and construction method |
| CN110725402A (en) * | 2019-10-09 | 2020-01-24 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
| CN110725402B (en) * | 2019-10-09 | 2024-06-04 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
-
2017
- 2017-09-30 CN CN201721274354.0U patent/CN207228355U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661208A (en) * | 2018-04-28 | 2018-10-16 | 河南城建学院 | A kind of horizontal joint connecting method of assembling steel plate concrete shear force wall |
| CN108661208B (en) * | 2018-04-28 | 2020-04-24 | 河南城建学院 | Horizontal node connection method for assembled steel plate concrete shear wall |
| CN108756038A (en) * | 2018-07-11 | 2018-11-06 | 上海应用技术大学 | Assembly concrete shear wall and floor support plate rigid connection node and construction method |
| CN110725402A (en) * | 2019-10-09 | 2020-01-24 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
| CN110725402B (en) * | 2019-10-09 | 2024-06-04 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 Termination date: 20180930 |
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| CF01 | Termination of patent right due to non-payment of annual fee |