CN206873682U - The flexible connecting structure of factory building exterior enclosure wall and steel column - Google Patents
The flexible connecting structure of factory building exterior enclosure wall and steel column Download PDFInfo
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- CN206873682U CN206873682U CN201720768297.5U CN201720768297U CN206873682U CN 206873682 U CN206873682 U CN 206873682U CN 201720768297 U CN201720768297 U CN 201720768297U CN 206873682 U CN206873682 U CN 206873682U
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- steel
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- enclosure wall
- steel column
- exterior enclosure
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Abstract
It the utility model is related to a kind of flexible connecting structure of factory building exterior enclosure wall and steel column, the exterior enclosure wall is provided with multiple expansion joints, at the expansion joint, two mutually isostructural constructional columns are provided with collar tie beam on the outside of steel column, gap width between two constructional columns is 20mm, inserted with PE rods in the gap, space between gap and PE rods is marked with viscose, the steel sleeve of variable diameters is embedded with the constructional column, a backing plate is provided with the steel sleeve at reducing, screed more than backing plate is covered with steel sleeve, bolt through its top and bottom is set on the backing plate, the bolt welds with steel column, malthoid is provided between the steel column and constructional column.The utility model reaches the purpose that exterior enclosure wall freely stretches along longitudinal direction using the space between bolt and steel sleeve;The attachment structure is tried out in multiple engineerings, and actual effect is very good, and steel house main body is considerably reduced due to the long caused deformation crack of wall.
Description
Technical field
It the utility model is related to factory building technical field, the flexible connection of especially a kind of factory building exterior enclosure wall and steel column
Structure.
Background technology
Factory building uses steel house substantially, but steel house agent structure expansion joint spacing is big, such as peripheral protective
Wall uses concrete brick wall body, and it allows expansion joint spacing to be only 30m~50m, in order to avoid wall crazing in Practical Project
Generally require to do smaller.In order to not make agent structure parting too many, it is necessary to only set expansion joint on exterior wall, this requires outer
Wall slidably, and can not influence bearing capacity of the exterior wall under wind load and geological process on the outside of agent structure.
Utility model content
The technical problems to be solved in the utility model is:Overcome deficiency in the prior art, there is provided a kind of factory building peripheral protective
The flexible connecting structure of wall and steel column.
Technical scheme is used by the utility model solves its technical problem:A kind of factory building exterior enclosure wall and steel column it is soft
Property attachment structure, the exterior enclosure wall are provided with multiple expansion joints, are provided with the expansion joint, on the collar tie beam on the outside of steel column
Two mutually isostructural constructional columns, the gap width between two constructional columns are 20mm, inserted with PE rods, gap in the gap
Space between PE rods is marked with viscose, is embedded with the steel sleeve of variable diameters in the constructional column, in the steel sleeve at reducing
Provided with a backing plate, screed more than backing plate is covered with steel sleeve, the bolt through its top and bottom, the spiral shell are set on the backing plate
Bolt is welded with steel column, and malthoid is provided between the steel column and constructional column.
Further, the exterior enclosure wall is provided with an expansion joint every 30~40m.Because exterior enclosure wall is longer, so needing
An expansion joint is provided with every 30~40m.
Further, the malthoid is provided with two layers.Malthoid is set, buffer action is played, so that constructional column and steel column take off
Leave.
Further, the axis of the steel sleeve is located at the 5/8 of constructional column.In this way, ensure whole constructional column jail
The connection with steel column can be facilitated while solidity.
The beneficial effects of the utility model are:The utility model reaches periphery using the space between bolt and steel sleeve
The purpose that revetment freely stretches along longitudinal direction;The attachment structure is tried out in multiple engineerings, and actual effect is very good, steel house
Main body is considerably reduced due to the long caused deformation crack of wall.
Brief description of the drawings
The utility model is further illustrated with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is partial cutaway view of the present utility model.
In figure:1. expansion joint, 2. steel columns, 3. collar tie beams, 4. constructional columns, 5. gaps, 6.PE rods, 7. viscoses, 8. steel pipe sockets, 9.
Interior backing plate, 10. bolts, 11. screeds, 12. malthoids.
Embodiment
The utility model is further described presently in connection with accompanying drawing.These accompanying drawings are simplified schematic diagram only to show
Meaning mode illustrates basic structure of the present utility model, therefore it only shows the composition relevant with the utility model.
The flexible connecting structure of a kind of factory building exterior enclosure wall and steel column as shown in Figure 1 and Figure 2, exterior enclosure wall are provided with more
Individual expansion joint 1, two mutually isostructural constructional columns 3, two constructions are provided with the expansion joint on the collar tie beam 3 in the outside of 1, steel column 2
The width of gap 5 between post 4 is 20mm, gap 5 stretch in inserted with PE rods 6, the space between gap 5 and PE rods 6 is marked with viscose
7, the steel sleeve 8 of variable diameters is embedded with constructional column 4, the axis of steel sleeve 8 is located at the 5/8 of constructional column 4, becomes in steel sleeve 8
It is provided with a backing plate 9 at footpath, the bolt 10 through its top and bottom is set on backing plate 9, backing plate more than 9 is covered with screed in steel sleeve 8
11, bolt 10 is welded with steel column 2, and two layers of malthoid 12 is provided between steel column 2 and constructional column 4.
In the present embodiment, exterior enclosure wall is provided with an expansion joint 1 every 30~40m.
Specific construction step, at exterior enclosure wall expansion joint 1, the position of 2 outside collar tie beam of steel column 3 welding M12 bolts 10, pour
During constructional column 4, first tightened in the outside of steel column 2 patch malthoid 12, the pre-buried steel sleeve 8 in the position of M12 bolts 10, form removal rear nut, mortar
Feng Ping;The width of gap 5 between two constructional columns 4 is 20mm, and using conventional Seal treatment, interior insertion PE rods are stretched in gap 5, and note
Glue seals.The present embodiment reaches the mesh that exterior enclosure wall freely stretches along longitudinal direction using the space between bolt 10 and steel sleeve 8
, the attachment structure tries application in many engineerings, and actual effect is very good, and house is considerably reduced because wall is long
Caused deformation crack.
For above-mentioned embodiment only to illustrate technical concepts and features of the present utility model, its object is to allow be familiar with this skill
The personage of art can understand content of the present utility model and be carried out, and protection model of the present utility model can not be limited with this
Enclose, all equivalent change or modifications made according to the utility model Spirit Essence, should all cover in protection model of the present utility model
In enclosing.
Claims (4)
1. the flexible connecting structure of a kind of factory building exterior enclosure wall and steel column, the exterior enclosure wall is provided with multiple expansion joints (1), its
It is characterised by:Two mutually isostructural constructional columns are provided with the collar tie beam (3) on the outside of the expansion joint (1) place, steel column (2)
(4), gap (5) width between two constructional columns (4) is 20mm, inserted with PE rods (6), gap and P E in the gap (5)
Space between rod (6) is marked with viscose (7), and the steel sleeve (8) of variable diameters, the steel sleeve are embedded with the constructional column (4)
(8) backing plate (9) is provided with interior reducing, screed (11) more than steel sleeve (8) interior backing plate (9) is covered with, is set on the backing plate (9)
The bolt (10) through its top and bottom is put, the bolt (10) is welded with steel column (2), between the steel column (2) and constructional column (4)
Provided with malthoid (12).
2. the flexible connecting structure of factory building exterior enclosure wall according to claim 1 and steel column, it is characterised in that:The periphery
Revetment is provided with an expansion joint (1) every 30~40m.
3. the flexible connecting structure of factory building exterior enclosure wall according to claim 1 and steel column, it is characterised in that:The malthoid
(12) it is provided with two layers.
4. the flexible connecting structure of factory building exterior enclosure wall according to claim 1 and steel column, it is characterised in that:The steel bushing
The axis of pipe (8) is located at the 5/8 of constructional column (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720768297.5U CN206873682U (en) | 2017-06-28 | 2017-06-28 | The flexible connecting structure of factory building exterior enclosure wall and steel column |
Applications Claiming Priority (1)
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CN201720768297.5U CN206873682U (en) | 2017-06-28 | 2017-06-28 | The flexible connecting structure of factory building exterior enclosure wall and steel column |
Publications (1)
Publication Number | Publication Date |
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CN206873682U true CN206873682U (en) | 2018-01-12 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108978927A (en) * | 2018-07-03 | 2018-12-11 | 绿城房地产集团有限公司 | A kind of construction method of steel pipe bundle and shale brick exterior wall connection structure |
CN110284755A (en) * | 2019-06-26 | 2019-09-27 | 无锡市建筑设计研究院有限责任公司 | The masonry building enclosure of overlength steel-structure factory building |
-
2017
- 2017-06-28 CN CN201720768297.5U patent/CN206873682U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108978927A (en) * | 2018-07-03 | 2018-12-11 | 绿城房地产集团有限公司 | A kind of construction method of steel pipe bundle and shale brick exterior wall connection structure |
CN110284755A (en) * | 2019-06-26 | 2019-09-27 | 无锡市建筑设计研究院有限责任公司 | The masonry building enclosure of overlength steel-structure factory building |
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