CN103993673A - Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab - Google Patents
Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab Download PDFInfo
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- CN103993673A CN103993673A CN201410248954.4A CN201410248954A CN103993673A CN 103993673 A CN103993673 A CN 103993673A CN 201410248954 A CN201410248954 A CN 201410248954A CN 103993673 A CN103993673 A CN 103993673A
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- shear wall
- bracing frame
- wall slab
- slab
- wall panel
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Abstract
The invention provides a shear wall panel with supporting frames and a connecting structure and construction method for the shear wall panel and composite floor slabs. According to the shear wall panel with the supporting frames, the supporting frames which are arranged in parallel are installed on the upper portion of the surface of the shear wall panel through detachable connecting pieces, and supporting beams are arranged at the upper ends of the supporting frames. The connecting structure for the shear wall panel with the supporting frames and the composite floor slabs comprises the composite floor slabs and the shear wall panel, the composite floor slabs and the supporting beams of the shear wall panel are connected through the connecting pieces, the composite floor slabs are connected together through connecting reinforced bars, and the composite floor slabs and the shear wall panel are formed into a whole through concrete in a pouring mode.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of shear wall slab with bracing frame and syndeton and construction method with laminated floor slab.
Background technology
the precast reinforced concrete construction of existing precast floor slab and shear wall composition, 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.
Summary of the invention
One of the object of the invention 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 present invention adopts following scheme:
With a shear wall slab for bracing frame, shear wall slab upper surface is provided with multiple 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 multiple 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 object of the invention is to provide a kind of shear wall slab with bracing frame simple in structure and the syndeton of laminated floor slab.
To achieve these goals, the present invention adopts following scheme:
A kind of shear wall slab with bracing frame and the syndeton of laminated floor slab, 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, link together by connecting reinforcement, integral with pouring concrete between laminated floor slab and shear wall slab.
Three of the object of the invention is to provide a kind of construction method of the simple above-mentioned syndeton of constructing.
To achieve these goals, the present invention adopts following scheme:
A construction method for syndeton claimed in claim 6, comprises the following steps:
1) reserving installation hole or sleeve built-in fitting on shear wall slab;
2) before lifting, on shear wall slab, bracing frame is installed, and brace summer is placed on bracing frame;
4) etc. lower-layer concrete intensity reaches design strength 70% when above, and lifting laminated floor slab is also in place
5) lifting shear wall fixing;
6) build the concrete in gap between layer concrete on superimposed sheet, shear wall;
7) concrete strength reaches design strength 80% by the time, tears bracing frame and brace summer open for lower group of shear wall slab.
Beneficial effect of the present invention:
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.
Brief description of the drawings
Fig. 1 is the schematic perspective view of shear wall slab of the present invention.
Fig. 2 is the syndeton schematic diagram of shear wall slab of the present invention and laminated floor slab.
Fig. 3 is a kind of support frame structure schematic diagram of the present invention.
Fig. 4 is the another kind of support frame structure schematic diagram of the present invention.
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.
Detailed description of the invention
Better understand the present invention for the ease of those skilled in the art, below in conjunction with the drawings and specific embodiments, the present invention is described in further details, following is only the exemplary protection scope of the present invention 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 multiple 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 be connected firmly and 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 multiple 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.In the time that 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; In the time that 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 shear wall slab with bracing frame and the syndeton of laminated floor slab, 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, link together by connecting reinforcement 7, integral with pouring concrete between laminated floor slab 6 and shear wall slab 1.
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 general principle of the present invention 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 scope of the present invention.
Claims (8)
1. the shear wall slab with bracing frame, is characterized in that: shear wall slab upper surface is provided with multiple 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 multiple 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. a shear wall slab with bracing frame and the syndeton of laminated floor slab, 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, link together by connecting reinforcement, integral with pouring concrete between laminated floor slab and shear wall slab.
8. a construction method for syndeton claimed in claim 7, is characterized in that, comprises the following steps:
1) reserving installation hole or sleeve built-in fitting on shear wall slab;
2) before lifting, on shear wall slab, bracing frame is installed, and brace summer is placed on bracing frame;
4) etc. lower-layer concrete intensity reaches design strength 70% when above, and lifting laminated floor slab is also in place;
5) lifting shear wall fixing;
6) build the concrete in gap between layer concrete on superimposed sheet, shear wall;
7) concrete strength reaches design strength 80% by the time, tears bracing frame and brace summer open for lower group of shear wall slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410248954.4A CN103993673A (en) | 2014-06-07 | 2014-06-07 | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410248954.4A CN103993673A (en) | 2014-06-07 | 2014-06-07 | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103993673A true CN103993673A (en) | 2014-08-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410248954.4A Pending CN103993673A (en) | 2014-06-07 | 2014-06-07 | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
Country Status (1)
| Country | Link |
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| CN (1) | CN103993673A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968381A (en) * | 2017-04-28 | 2017-07-21 | 广东省建科建筑设计院有限公司 | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection |
| CN107100290A (en) * | 2017-04-28 | 2017-08-29 | 广东省建科建筑设计院有限公司 | A kind of prefabricated shear wall and overlapping plate node |
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|---|---|---|---|---|
| US4953339A (en) * | 1987-12-31 | 1990-09-04 | Jewell Ricky S | Deck bracket for of attaching a deck to a building |
| CN1789578A (en) * | 2004-12-18 | 2006-06-21 | 尤利·沃尔瑟 | Spacer for mounting a deck ledger board to a building surface |
| CN201635316U (en) * | 2010-01-28 | 2010-11-17 | 北新集团建材股份有限公司 | Vertical pasting plate support element |
| CN103397705A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel bar truss shear wall |
| CN203905181U (en) * | 2014-06-07 | 2014-10-29 | 王睿敏 | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs |
-
2014
- 2014-06-07 CN CN201410248954.4A patent/CN103993673A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4953339A (en) * | 1987-12-31 | 1990-09-04 | Jewell Ricky S | Deck bracket for of attaching a deck to a building |
| CN1789578A (en) * | 2004-12-18 | 2006-06-21 | 尤利·沃尔瑟 | Spacer for mounting a deck ledger board to a building surface |
| CN201635316U (en) * | 2010-01-28 | 2010-11-17 | 北新集团建材股份有限公司 | Vertical pasting plate support element |
| CN103397705A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel bar truss shear wall |
| CN203905181U (en) * | 2014-06-07 | 2014-10-29 | 王睿敏 | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968381A (en) * | 2017-04-28 | 2017-07-21 | 广东省建科建筑设计院有限公司 | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection |
| CN107100290A (en) * | 2017-04-28 | 2017-08-29 | 广东省建科建筑设计院有限公司 | A kind of prefabricated shear wall and overlapping plate node |
| CN106968381B (en) * | 2017-04-28 | 2023-09-22 | 广东省建科建筑设计院有限公司 | Assembled prefabricated shear wall and superimposed sheet node connected by combined grouting sleeve |
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Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150121 |
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Effective date of registration: 20150121 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 Applicant after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant before: Wang Ruimin |
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Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150618 |
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Effective date of registration: 20150618 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant 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 Applicant before: Shandong Lijiu Building Technology Co., Ltd. |
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Application publication date: 20140820 |