CN203834662U - T-shaped wall shelf for large intercolumniation plant wall - Google Patents
T-shaped wall shelf for large intercolumniation plant wall Download PDFInfo
- Publication number
- CN203834662U CN203834662U CN201420246060.7U CN201420246060U CN203834662U CN 203834662 U CN203834662 U CN 203834662U CN 201420246060 U CN201420246060 U CN 201420246060U CN 203834662 U CN203834662 U CN 203834662U
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- Prior art keywords
- wall frame
- wind
- intercolumniation
- column
- columns
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- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a T-shaped wall shelf for a large intercolumniation plant wall. A plant is formed by being supported by truss door type rigid frames. The T-shaped wall shelf is characterized by further comprising rigid frame side columns arranged on side columns, wherein wind-resisting columns are arranged between the rigid frame side columns of the side columns, and a wall shelf cross beam is borne by the top ends of the wind-resisting columns. The wind-resisting columns and the wall shelf cross beam with a T-shaped top are arranged between the rigid frame side columns of the side columns of the standard truss door type rigid frames of the T-shaped wall shelf so that horizontal loads of tops of the wind-resisting columns can be transferred, the T-shaped wall shelf with a force transferring path formed by the horizontal loads, the wind-resisting columns, the wall shelf cross beam and the rigid frame side columns is formed, the span of purlines of a non-gable wall of the large intercolumniation plant and the load-bearing area of each purline are reduced, and the purposes that the structure is reasonably stressed and materials are economically used are achieved.
Description
Technical field
The utility model relates to a kind of T shape wall frame of large intercolumniation factory building metope, belongs to steel work technical field.
Background technology
Along with the day by day increase of Development of Urbanization to factory building demand, lightweight steel construction portal-rigid frames factory building has obtained general propagation and employment.In the design process of some production field factory building, due to the particularity of production technology and the complexity of apparatus arrangement, the portal-rigid frames of little intercolumniation (the longitudinal post distance of factory building) can not meet the demands, so the intercolumniation of 12m and even larger distance is arisen at the historic moment, just brought thus that the longitudinal metope purlin of factory building span is large, the high problem of wall system cost.
Utility model content
Technical problem to be solved in the utility model is the defect that overcomes prior art, and a kind of T shape wall frame of large intercolumniation factory building metope is provided, and reduces metope purlin span, reduces wall system cost.
For solving the problems of the technologies described above, the utility model provides a kind of T shape wall frame of large intercolumniation factory building metope, by Pin portal-rigid frames, is supported and is formed factory building, it is characterized in that, also comprise the rigid frame side column that is arranged on limit row, on limit, be listed as between each rigid frame side column wind-resistant column is set, wind-resistant column top supporting wall frame crossbeam.
At wind-resistant column top, one short column is set, wind-resistant column is connected with wall frame crossbeam by short column.
Between short column and wall frame crossbeam, a plate is set, adopts high-strength bolt that junction plate is connected with short column, wall frame crossbeam.
Described wall frame crossbeam is arranged on the side of short column, and described junction plate is arranged on the top of short column and wall frame crossbeam, and short column is connected with wall frame crossbeam.
Wall frame crossbeam adopts rectangular steel tube.
The centre position that limit is listed as each rigid frame side column all arranges a wind-resistant column.
The beneficial effect that the utility model reaches:
T shape wall frame of the present utility model arranges the wall frame crossbeam of wind-resistant column and top T type in the middle of the row rigid frame side column of the limit of standard Pin portal-rigid frames, to realize the transmission of wind resistance capital horizontal loading, thereby reduce the span of the non-gable metope of large intercolumniation factory building purlin and the load-bearing area of single purlin, to reach structure stress rationally and the object of materials economy.
Accompanying drawing explanation
Fig. 1 is T-shaped wall frame layout schematic diagram;
Fig. 2 is the side elevation 1-1 sectional drawing in Fig. 1;
Fig. 3 is T-shaped wall frame and wind-resistant column node schematic diagram.
The specific embodiment
Below in conjunction with specific embodiment, such scheme is described further.Should be understood that these embodiment are not limited to limit the scope of the invention for the present invention is described.The implementation condition adopting in embodiment can be done further adjustment according to the condition in concrete producer and building site, and not marked implementation condition is generally the condition in normal experiment and building site.
As shown in Figure 1, Figure 2 and Figure 3, when factory building columns spacing is also when between standard Pin portal-rigid frames 3, distance is larger, for reducing the span of metope purlin and the load-bearing area of single purlin, the wind-resistant column 2 of setting up in the middle of both sides row rigid frame side column 4, upper end is supported on T-shaped wall frame crossbeam 1, adopts the type of attachment only transmit horizontal force, the horizontal force transmitting for reliable delivery wind resistance capital, this crossbeam is taked the section form of square steel pipe, to increase rigidity and to reduce distortion.Being connected by a short column 5 is set on wind-resistant column 2 of newly-increased wind-resistant column 2 and wall frame crossbeam 1, employing high-strength bolt 6 and junction plate 7 are connected with wall frame crossbeam 1.
Spacing 2X in the present embodiment between rigid frame side column 4 is 12000mm, and wind-resistant column 2 is arranged on the centre of two adjacent rigid frame side columns 4, and the spacing X of the rigid frame side column 4 that wind-resistant column 2 is adjacent apart from both sides is 6000mm.
In the middle of rigid frame 3 one end of large intercolumniation, set up wind-resistant column 2, at capital, set up crossbeam 1 simultaneously, to realize the transmission of wind resistance capital horizontal force, so just having formed horizontal loading-wind-resistant column 2-wall frame crossbeam 1-rigid frame side column 4 is the T-shaped wall frame of Path of Force Transfer, thereby the span that makes to increase newly wind-resistant column and be the metope purlin of bearing is reduced, and has reached the object that reduces wall system cost.
For realizing the wall system of above-mentioned T-shaped wall frame, also need to calculate required sectional dimension according to relevant loading condition, determine relevant node type of attachment, by normal construction process fabrication and installation.
Above-mentioned example is only explanation technical conceive of the present invention and feature, and its object is to allow person skilled in the art can understand content of the present invention and implement according to this, can not limit the scope of the invention with this.All equivalences that Spirit Essence is done according to the present invention change or modify, within all should being encompassed in protection scope of the present invention.
Claims (6)
1. a T shape wall frame for large intercolumniation factory building metope, is supported and is formed factory building by Pin portal-rigid frames, it is characterized in that, also comprises the rigid frame side column that is arranged on limit row, is listed as between each rigid frame side column wind-resistant column is set, wind-resistant column top supporting wall frame crossbeam on limit.
2. the T shape wall frame of large intercolumniation factory building metope according to claim 1, is characterized in that, at wind-resistant column top, one short column is set, and wind-resistant column is connected with wall frame crossbeam by short column.
3. the T shape wall frame of large intercolumniation factory building metope according to claim 2, is characterized in that, between short column and wall frame crossbeam, a plate is set, and adopts high-strength bolt that junction plate is connected with short column, wall frame crossbeam.
4. the T shape wall frame of large intercolumniation factory building metope according to claim 3, is characterized in that, described wall frame crossbeam is arranged on the side of short column, and described junction plate is arranged on the top of short column and wall frame crossbeam, and short column is connected with wall frame crossbeam.
5. the T shape wall frame of large intercolumniation factory building metope according to claim 1, is characterized in that, wall frame crossbeam adopts rectangular steel tube.
6. the T shape wall frame of large intercolumniation factory building metope according to claim 1, is characterized in that, the centre position that limit is listed as each rigid frame side column all arranges a wind-resistant column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420246060.7U CN203834662U (en) | 2014-05-15 | 2014-05-15 | T-shaped wall shelf for large intercolumniation plant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420246060.7U CN203834662U (en) | 2014-05-15 | 2014-05-15 | T-shaped wall shelf for large intercolumniation plant wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834662U true CN203834662U (en) | 2014-09-17 |
Family
ID=51512522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420246060.7U Expired - Lifetime CN203834662U (en) | 2014-05-15 | 2014-05-15 | T-shaped wall shelf for large intercolumniation plant wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203834662U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938719A (en) * | 2014-05-15 | 2014-07-23 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf of large-intercolumniation plant wall face |
-
2014
- 2014-05-15 CN CN201420246060.7U patent/CN203834662U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938719A (en) * | 2014-05-15 | 2014-07-23 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf of large-intercolumniation plant wall face |
| CN103938719B (en) * | 2014-05-15 | 2016-11-23 | 中衡设计集团股份有限公司 | The T-shaped wall stand of big intercolumniation Factory Building metope |
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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 | ||
| CP03 | Change of name, title or address |
Address after: Suzhou City, Jiangsu province 215028 Industrial Park Suzhou Bada Street No. 111 Patentee after: Zhongheng Design Group Co.,Ltd. Address before: Suzhou City, Jiangsu province 215126 Industrial Park Shengpu Kim Seung Road No. 12 Patentee before: SUZHOU INDUSTRIAL PARK DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |