CN203905181U - Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs - Google Patents
Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs Download PDFInfo
- Publication number
- CN203905181U CN203905181U CN201420299334.9U CN201420299334U CN203905181U CN 203905181 U CN203905181 U CN 203905181U CN 201420299334 U CN201420299334 U CN 201420299334U CN 203905181 U CN203905181 U CN 203905181U
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- CN
- China
- Prior art keywords
- shear wall
- wall slab
- bracing frame
- slab
- shear
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- Expired - Fee Related
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Abstract
The utility model discloses a shear wallboard with supporting frames and a connection structure of the shear wallboard and composite floor slabs. The composite floor slabs are supported through the supporting frames of a shear wall without vertical supporting components. According to the shear wallboard with the supporting frames, the multiple supporting frames arranged in parallel are installed on the upper portion of the surface of the shear wallboard through detachable connecting pieces, and supporting beams are arranged at the upper ends of the supporting frames. The connection structure of the shear wallboard with the supporting frames and the composite floor slabs comprises the composite floor slabs and the shear wallboard, the supporting beams of the composite floor slabs and the shear wallboard are connected through the connecting pieces, the composite floor slabs are connected together through connecting reinforcements, and the composite floor slabs and the shear wallboard are poured into a whole with concrete.
Description
Technical field
The utility model relates to technical field of buildings, be specifically related to a kind of shear wall slab with bracing frame and with the syndeton of laminated floor slab.
Background technology
the precast reinforced concrete construction that existing precast floor slab and shear wall form, shear wall and floor are assembled respectively, and floor still needs a large amount of vertical support framves, vertical support frame installation workload is large, cost is high, and construction inconvenience has reduced the advantage that prefabricated units are installed.
Utility model content
One of the utility model object is to provide a kind of shear wall slab with bracing frame, and the bracing frame carrying by shear wall supports laminated floor slab, does not need vertical support.
To achieve these goals, the utility model adopts following scheme:
With a shear wall slab for bracing frame, shear wall slab upper surface is provided with a plurality of bracing frames that be arranged in parallel by removable connector, and bracing frame upper end is provided with brace summer.
In above-mentioned shear wall slab, brace summer is spacing by being arranged on the positive stop lug boss of bracing frame upper end.
In above-mentioned shear wall slab, shear wall slab end face is or/and side elevation is provided with a plurality of installing holes or sleeve built-in fitting.
In above-mentioned shear wall slab, bracing frame cross section is inverted L-shaped, and the horizontal component of inverted L-shaped is connected with shear wall slab, and the vertical portion of inverted L-shaped is non-extends upward to positive stop lug boss with horizontal component link.
In above-mentioned shear wall slab, bracing frame cross section is side U-shaped, comprises side plate, spacing side plate and connecting portion are installed, and side plate is installed and is connected with shear wall slab, and spacing side plate and connecting portion extend upward to positive stop lug boss near one end of spacing side plate.
In above-mentioned shear wall slab, removable connector is bolt and nut component, and bracing frame is provided with the strip hole passing for bolt.
Two of the utility model object is to provide a kind of syndeton of shear wall slab and laminated floor slab with bracing frame simple in structure.
To achieve these goals, the utility model adopts following scheme:
A kind of syndeton of shear wall slab and laminated floor slab with bracing frame, comprise laminated floor slab and described shear wall slab, the brace summer of laminated floor slab and shear wall slab is connected by connector, and between laminated floor slab, by connecting reinforcement, link together, between laminated floor slab and shear wall slab, with pouring concrete, be integral.
The beneficial effects of the utility model:
Owing to adopting said structure, shear wall slab has been born the effect of bracing frame, has saved a large amount of bracing frames, has saved cost, has improved speed of application, has given full play to the advantage that prefabricated units are installed.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of the utility model shear wall slab.
Fig. 2 is the syndeton schematic diagram of the utility model shear wall slab and laminated floor slab.
Fig. 3 is a kind of support frame structure schematic diagram of the utility model.
Fig. 4 is the another kind of support frame structure schematic diagram of the utility model.
In figure 1, shear wall slab, 2, brace summer, 3, bracing frame, 301, side plate is installed, 302, connecting portion, 303, spacing side plate, 4, strip hole, 5, positive stop lug boss, 6, laminated floor slab, 7, connecting reinforcement, 8, sleeve built-in fitting, 9, bolt and nut component, 10, upper layer concrete.
The specific embodiment
For the ease of those skilled in the art, better understand the utility model, below in conjunction with the drawings and specific embodiments, the utility model is described in further details, following is only the exemplary protection domain of the present utility model that do not limit.
With reference to accompanying drawing 1, a kind of shear wall slab with bracing frame, shear wall slab 1 upper surface is provided with a plurality of bracing frames that be arranged in parallel 3 by removable connector, and bracing frame 3 upper ends are provided with brace summer 2.
With reference to accompanying drawing 2, to consider to be connected firmly and to facilitate, brace summer 2 is spacing by being arranged on the positive stop lug boss 5 of bracing frame 3 upper ends.
In the present embodiment, shear wall slab 1 end face, or/and side elevation is provided with a plurality of installing holes or sleeve built-in fitting 8, facilitates shear wall slab 1 to be connected with other building units.
In the present embodiment, removable connector is bolt and nut component 10, and bracing frame 3 is provided with the strip hole 4 passing for bolt.
With reference to accompanying drawing 3, Fig. 4, bracing frame 3 cross sections are inverted L-shaped or side U-shaped.When bracing frame 3 is inverted L-shaped, the horizontal component of inverted L-shaped arranges strip hole 4 and is connected with shear wall slab 1, and the vertical portion of inverted L-shaped is non-extends upward to positive stop lug boss 5 with horizontal component link; When bracing frame 3 is side U-shaped, bracing frame cross section is side U-shaped, comprise side plate 301, spacing side plate 303 and connecting portion 302 are installed, side plate 301 is installed and is connected with shear wall slab 1, spacing side plate 303 and connecting portion 302 extend upward to positive stop lug boss 5 near one end of spacing side plate 303.
With reference to accompanying drawing 2, a kind of syndeton of shear wall slab and laminated floor slab with bracing frame, comprise laminated floor slab 6 and described shear wall slab 1, the brace summer 2 of laminated floor slab 6 and shear wall slab 1 is connected by connector, and between laminated floor slab 6, by connecting reinforcement 7, link together, between laminated floor slab 6 and shear wall slab 1, with pouring concrete, be integral.
A construction method for described syndeton, comprises the following steps:
1) reserving installation hole or sleeve built-in fitting 8 on shear wall slab 1;
2) before lifting, on shear wall slab 1, bracing frame 3 is installed, and brace summer 2 is placed on bracing frame 3;
3) etc. lower-layer concrete intensity reaches design strength 70% when above, and lifting laminated floor slab 6 is also in place;
4) lifting shear wall fixing;
5) build the concrete in gap between layer concrete 10 on superimposed sheet, shear wall slab 1;
6) concrete strength reaches design strength 80% by the time, tears bracing frame 3 and brace summer 2 open for lower group of shear wall slab 1.
Below only described basic principle of the present utility model and preferred embodiment, those skilled in the art can make many changes and improvements according to foregoing description, and these changes and improvements should belong to protection domain of the present utility model.
Claims (7)
1. with a shear wall slab for bracing frame, it is characterized in that: shear wall slab upper surface is provided with a plurality of bracing frames that be arranged in parallel by removable connector, and bracing frame upper end is provided with brace summer.
2. the shear wall slab of bracing frame according to claim 1, is characterized in that: brace summer is spacing by being arranged on the positive stop lug boss of bracing frame upper end.
3. the shear wall slab of bracing frame according to claim 1, is characterized in that: shear wall slab end face is or/and side elevation is provided with a plurality of installing holes or sleeve built-in fitting.
4. according to the shear wall slab of claim 1 or 2 or 3 support frames as described above, it is characterized in that: bracing frame cross section is inverted L-shaped, and the horizontal component of inverted L-shaped is connected with shear wall slab, the vertical portion of inverted L-shaped is non-extends upward to positive stop lug boss with horizontal component link.
5. according to the shear wall slab of claim 1 or 2 or 3 support frames as described above, it is characterized in that: bracing frame cross section is side U-shaped, comprise side plate, spacing side plate and connecting portion are installed, side plate is installed and is connected with shear wall slab, spacing side plate and connecting portion extend upward to positive stop lug boss near one end of spacing side plate.
6. according to the shear wall slab of claim 1 or 2 or 3 support frames as described above, it is characterized in that: removable connector is bolt and nut component, and bracing frame is provided with the strip hole passing for bolt.
7. the syndeton with shear wall slab and the laminated floor slab of bracing frame, it is characterized in that: comprise the shear wall slab described in laminated floor slab and claim 1 or 2 or 3, the brace summer of laminated floor slab and shear wall slab is connected by connector, and between laminated floor slab, by connecting reinforcement, link together, between laminated floor slab and shear wall slab, with pouring concrete, be integral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420299334.9U CN203905181U (en) | 2014-06-07 | 2014-06-07 | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420299334.9U CN203905181U (en) | 2014-06-07 | 2014-06-07 | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905181U true CN203905181U (en) | 2014-10-29 |
Family
ID=51779470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420299334.9U Expired - Fee Related CN203905181U (en) | 2014-06-07 | 2014-06-07 | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203905181U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993673A (en) * | 2014-06-07 | 2014-08-20 | 王睿敏 | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
| CN112922359A (en) * | 2021-04-12 | 2021-06-08 | 山东千悦建筑科技有限公司 | Prefabricated superposed shear wall mounting system and mounting method |
-
2014
- 2014-06-07 CN CN201420299334.9U patent/CN203905181U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993673A (en) * | 2014-06-07 | 2014-08-20 | 王睿敏 | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
| CN112922359A (en) * | 2021-04-12 | 2021-06-08 | 山东千悦建筑科技有限公司 | Prefabricated superposed shear wall mounting system and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150114 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150114 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee after: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150630 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150630 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee before: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| 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: 20141029 |