CN205116393U - Avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure - Google Patents
Avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure Download PDFInfo
- Publication number
- CN205116393U CN205116393U CN201520920468.2U CN201520920468U CN205116393U CN 205116393 U CN205116393 U CN 205116393U CN 201520920468 U CN201520920468 U CN 201520920468U CN 205116393 U CN205116393 U CN 205116393U
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- CN
- China
- Prior art keywords
- basement
- bracing
- diagonal brace
- stretch
- design
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses an avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure, including basement roof, frame shaped steel post and bracing, the lower extreme of bracing extend basement roof top and link to each other with frame shaped steel post, the basement roof on be provided with the shear force wall of confirming by the shear force of bracing transmission. The utility model discloses simple structure, design benefit avoids the bracing to stretch into and causes behind the basement basement structural design complicated, and construction difficulty and structure cost are high, and the design of the shear force wall of addding is simple for the design of bracing to engineering cost has correspondingly been saved.
Description
Technical field
The utility model relates to the structure of a kind of shear wall to transfer truss, more particularly, relates to and a kind ofly avoids diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss.
Background technology
Along with expanding economy, super highrise building gets more and more, due to the requirement of using function, Core Walls Structure inner prop net spacing is increasing, and for meeting the anti-seismic performance requirement of structure, the core wall structure system of band diagonal brace is used more and more extensive, but general design, diagonal brace all needs to be embedded in sole plate.Shown in Figure 2, the general Super High basement number of plies all exceedes two-layer, and diagonal brace can be successively downward, until sole plate, thus meet the contiguity of Shear transfer, but this method for designing can make diagonal brace crossing with concrete structure at basement, and this design of node and construction technology are all comparatively complicated, cost is higher, and the basement that stretches into of diagonal brace makes basement structure design complexity simultaneously, construction is complicated, causes the raising of basement structure cost.
Summary of the invention
1. the utility model technical problem that will solve
The purpose of this utility model is to overcome above-mentioned deficiency, provide and a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, adopt the technical solution of the utility model, structure is simple, design ingenious, cause basement structure to design after avoiding diagonal brace to stretch into basement complicated, constructional difficulties and structural cost high, and the design of the shear wall set up is relative to the simplicity of design of diagonal brace, thus correspondingly save construction costs.
2. technical scheme
For achieving the above object, the technical scheme that the utility model provides is:
Of the present utility modelly a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, comprise basement roof, frame-type steel column and diagonal brace, the top that the lower end of described diagonal brace extends basement roof is connected with frame-type steel column, described basement roof is provided with the shear wall that the shearing that transmitted by diagonal brace is determined.
Further, the size of described shear wall is determined by the horizontal shear of diagonal brace.
3. beneficial effect
The technical scheme adopting the utility model to provide, compared with existing known technology, has following beneficial effect:
(1) of the present utility modelly a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, the top that the lower end of its diagonal brace extends basement roof is connected with frame-type steel column, basement roof is provided with the shear wall that the shearing that transmitted by diagonal brace is determined, structure is simple, design ingenious, basement structure is caused to design after avoiding diagonal brace to stretch into basement complicated, constructional difficulties and structural cost high, and the design of the shear wall set up is relative to the simplicity of design of diagonal brace, thus correspondingly save construction costs;
(2) of the present utility modelly a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, its structure is simple, design ingenious, meet the prerequisite of building function at one deck place under, increase shear wall, diagonal brace is changed, avoids diagonal brace to stretch in basement, thus optimize the structure design of basement.
Accompanying drawing explanation
Fig. 1 of the present utility modelly a kind ofly avoids diagonal brace to stretch in basement structure setting up the structural texture schematic diagram of shear wall to transfer truss;
Fig. 2 be in prior art diagonal brace schematic diagram is set.
Label declaration in schematic diagram: 1, basement roof; 2, frame-type steel column; 3, diagonal brace; 4, shear wall.
Detailed description of the invention
For understanding content of the present utility model further, in conjunction with the accompanying drawings and embodiments the utility model is described in detail.
Embodiment
Composition graphs 1, the present embodiment a kind of avoids diagonal brace to stretch in basement structure and sets up the structure of shear wall to transfer truss, comprise basement roof 1, frame-type steel column 2 and diagonal brace 3, the top that the lower end of diagonal brace 3 extends basement roof 1 is connected with frame-type steel column 2, basement roof 1 is provided with the shear wall 4 that the shearing that transmitted by diagonal brace 3 is determined, the size of shear wall 4 is determined by the horizontal shear of diagonal brace 3, structure is simple, design ingenious, meet the prerequisite of building function at one deck place under, increase shear wall 4, diagonal brace 3 is changed, basement structure is caused to design after avoiding diagonal brace 3 to stretch into basement complicated, constructional difficulties and structural cost high, thus optimize the structure design of basement, and the design of the shear wall 4 set up is relative to the simplicity of design of diagonal brace 3, thus correspondingly save construction costs.
Of the present utility modelly a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, structure is simple, design ingenious, meet the prerequisite of building function at one deck place under, increase shear wall 4, diagonal brace 3 is changed, cause basement structure to design after avoiding diagonal brace 3 to stretch into basement complicated, constructional difficulties and structural cost high, thus optimize the structure design of basement.
Schematically above be described the utility model and embodiment thereof, this description does not have restricted, and also just one of the embodiment of the present utility model shown in accompanying drawing, actual structure is not limited thereto.So, if those of ordinary skill in the art enlightens by it, when not departing from the utility model and creating aim, design the frame mode similar to this technical scheme and embodiment without creationary, protection domain of the present utility model all should be belonged to.
Claims (2)
1. avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss for one kind, comprise basement roof (1), frame-type steel column (2) and diagonal brace (3), the top that the lower end of described diagonal brace (3) extends basement roof (1) is connected with frame-type steel column (2), it is characterized in that: described basement roof (1) is provided with the shear wall (4) that the shearing that transmitted by diagonal brace (3) is determined.
2. according to claim 1ly a kind ofly avoid diagonal brace to stretch in basement structure setting up the structure of shear wall to transfer truss, it is characterized in that: the size of described shear wall (4) is determined by the horizontal shear of diagonal brace (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520920468.2U CN205116393U (en) | 2015-11-18 | 2015-11-18 | Avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520920468.2U CN205116393U (en) | 2015-11-18 | 2015-11-18 | Avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116393U true CN205116393U (en) | 2016-03-30 |
Family
ID=55572013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520920468.2U Expired - Fee Related CN205116393U (en) | 2015-11-18 | 2015-11-18 | Avoid bracing to stretch into and add structure of shear force wall to bracing conversion in basement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116393U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166611A (en) * | 2018-01-11 | 2018-06-15 | 何德学 | A kind of underground space building structure |
| CN108331172A (en) * | 2018-04-20 | 2018-07-27 | 香港华艺设计顾问(深圳)有限公司 | A kind of conversion beam of the unidirectional diagonal brace of setting |
-
2015
- 2015-11-18 CN CN201520920468.2U patent/CN205116393U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166611A (en) * | 2018-01-11 | 2018-06-15 | 何德学 | A kind of underground space building structure |
| CN108331172A (en) * | 2018-04-20 | 2018-07-27 | 香港华艺设计顾问(深圳)有限公司 | A kind of conversion beam of the unidirectional diagonal brace of setting |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 213022 No. 11 middle Taihu Road, Xinbei District, Jiangsu, Changzhou Patentee after: DESIGN OF CENTURY ARCHITECTURE (JIANGSU) CO.,LTD. Address before: 213022 No. 11 middle Taihu Road, Xinbei District, Jiangsu, Changzhou Patentee before: JIANGSU ICDA ARCHITECTURAL DESIGN Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 213022 No. 11 Taihu Middle Road, Xinbei District, Changzhou, Jiangsu Patentee after: JIANGSU ICDA ARCHITECTURAL DESIGN Co.,Ltd. Address before: 213022 No. 11 Taihu Middle Road, Xinbei District, Changzhou, Jiangsu Patentee before: DESIGN OF CENTURY ARCHITECTURE (JIANGSU) 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: 20160330 Termination date: 20211118 |