CN207392434U - A kind of workshop large-span steel - Google Patents
A kind of workshop large-span steel Download PDFInfo
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- CN207392434U CN207392434U CN201721150896.7U CN201721150896U CN207392434U CN 207392434 U CN207392434 U CN 207392434U CN 201721150896 U CN201721150896 U CN 201721150896U CN 207392434 U CN207392434 U CN 207392434U
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Abstract
The utility model discloses a kind of workshop large-span steels, including two main steel frame columns, two steel cant beams and multiple bracing members columns, the bottom of main steel frame column is provided with fixed bottom plate, the fixed bottom plate is fixed by fixed steel bars on the bottom surface of setting, the both ends of the steel cant beam are both provided with fixed connecting plate and stiffener plate, the fixed connecting plate is arranged on the top of steel cant beam, and bracing members column fixed plate is both provided on the fixed connecting plate junction on two steel cant beam tops and steel cant beam side wall.This workshop is reasonable with the structure setting of large-span steel, by setting fixed connecting plate and stiffener plate so that large-span steel is connected firmly and easy for installation, by setting bracing members column and fixed link, further improves the intensity with large-span steel.
Description
Technical field
The utility model belongs to the renovation technique field of the high load steel construction of large span, is related to a kind of large-span steel,
More particularly to a kind of workshop large-span steel.
Background technology
With the fast development of China's urban construction, light-duty workshop, logistics warehouse, large supermarket, show room etc. become
Urban development there is an urgent need to thus build such many building in various regions.Compared to concrete structure, steel construction relies on
Its from heavy and light, section is small, the advantages such as easy for construction, be widely used in these buildings.
Steel-structure factory building has the following advantages：1st, steel-structure factory building light weight, intensity are high, span is big；2nd, steel-structure factory building
Construction period is short, reduces workshop cost of investment accordingly；3rd, steel-structure factory building fire line is high, and anticorrosive property is strong；4th, steel construction
Workshop is moved conveniently, and is recycled pollution-free；5th, the shock resistance of steel-structure factory building, wind resistance, durability are relatively good.
But current steel-structure factory building component mainly by hinge or is welded to connect, if necessary to improve load-bearing or anti-
Wind energy power, must just increase scantling, so not only result in cost increase, difficulty of construction increasing, and connecting portion is strong
Degree also has much room for improvement, the danger easily collapsed under special circumstances.
In view of above-mentioned, now, steel-structure factory building is gradually promoted in popularization trend, for a one kind of plant designing
Workshop has certain market prospects and dissemination with large-span steel.
Utility model content
The purpose of this utility model is to provide a kind of workshop large-span steel, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides following technical solution：
A kind of workshop large-span steel, it is described including two main steel frame columns, two steel cant beams and multiple bracing members columns
Steel cant beam is arranged between two main steel frame columns,
Fixed bottom plate is provided in the bottom of main steel frame column, the fixed bottom plate fixes the bottom surface of setting by fixed steel bars
On, the both ends of the steel cant beam are both provided with fixed connecting plate and stiffener plate, and the fixed connecting plate is arranged on steel cant beam
Top, the stiffener plate are arranged on stiffener plate and steel cant beam corner junction；
The fixed connecting plate on two steel cant beam tops is opposite vertically and is bolted to connection, and the steel cant beam other end is consolidated
It is opposite with the sidewalls vertical of main steel frame column and be bolted to connection to determine connecting plate, in being fixedly connected for two steel cant beam tops
Bracing members column fixed plate is both provided on plate junction and steel cant beam side wall, the bracing members column is arranged on bracing members column fixed plate
On, fixed bottom plate is provided in the bottom of bracing members column, the fixed bottom plate is fixed by fixed steel bars on the bottom surface of setting.
As being further improved for this programme, fixed in main steel on bottom plate and be provided with mounting hole, the fixed steel bars pass through
Mounting hole and main steel is arranged on by tightening piece fixes on bottom plate.
As being further improved for this programme, the piece of tightening is threadedly coupled with fixed steel bars.
As being further improved for this programme, the stiffener plate is arranged to triangular structure and perpendicular to the bottom of steel cant beam
Side.
As being further improved for this programme, the bracing members column is arranged on by bolt in bracing members column fixed plate.
As being further improved for this programme, it is uniformly distributed on the top margin of steel cant beam and is provided with tie-beam fixed seat, institute
It states tie-beam fixed seat and external tie-beam is bolted.
As being further improved for this programme, it is all provided between main steel frame column and bracing members column and between adjacent steel support column
It is equipped with multiple horizontal fixed links.
As being further improved for this programme, vertical small fixed link is provided between the adjacent horizontal fixed link in bottom,
The vertical small fixed link is fixedly connected with horizontal fixed link by angle steel.
The utility model provides a kind of workshop large-span steel, has the advantages that：
This workshop is reasonable with the structure setting of large-span steel, by setting fixed connecting plate and stiffener plate so that
Large-span steel is connected firmly and easy for installation, by setting bracing members column and fixed link, further improves and uses large-span steel
The intensity of structure.
Above description is only the general introduction of technical solutions of the utility model, in order to better understand the skill of the utility model
Art means, and being practiced according to the content of specification with the preferred embodiment of the utility model and coordinate attached drawing detailed below
It describes in detail bright as after.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the enlarged structure schematic diagram of a in Fig. 1；
Fig. 3 is the enlarged structure schematic diagram of Section A-A in Fig. 2；
Fig. 4 is the enlarged structure schematic diagram of b in Fig. 1；
Fig. 5 is the enlarged structure schematic diagram of section B-B in Fig. 4；
Fig. 6 is the enlarged structure schematic diagram of c in Fig. 1；
Fig. 7 is the amplification three dimensional structure diagram of d in Fig. 1；
Fig. 8 is the amplification three dimensional structure diagram of e in Fig. 1.
Reference sign：1st, main steel frame column；2nd, steel cant beam；3rd, bracing members column；101st, fixed bottom plate；102nd, fixed steel
Muscle；103rd, fixed connecting plate；104th, stiffener plate；105th, bracing members column fixed plate；106th, piece is tightened；107th, tie-beam is fixed
Seat；108th, horizontal fixed link；109th, vertical small fixed link；110th, angle steel.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
Embodiment 1
Referring to Fig. 1 to Fig. 8, a kind of workshop large-span steel described in one preferred embodiment of the utility model, including
Two main steel frame columns, 1, two steel cant beam 2 and multiple bracing members columns 3, the steel cant beam 2 are arranged between two main steel frame columns 1,
Fixed bottom plate 101 is provided in the bottom of main steel frame column 1, the fixed bottom plate 101 fixes the bottom of setting by fixed steel bars 102
On face, the both ends of the steel cant beam 2 are both provided with fixed connecting plate 103 and stiffener plate 104, and the fixed connecting plate 103 is set
It puts on the top of steel cant beam 2, the stiffener plate 104 is arranged on stiffener plate 104 and 2 corner junction of steel cant beam；
The fixed connecting plate 103 on two 2 tops of steel cant beam is opposite vertically and is bolted to connection, and steel cant beam 2 is another
The fixed connecting plate 103 at end is opposite with the sidewalls vertical of main steel frame column 1 and is bolted to connection, and is pushed up in two steel cant beams 2
Bracing members column fixed plate 105, the bracing members column 3 are both provided on 2 side wall of 103 junction of fixed connecting plate and steel cant beam at end
It is arranged in bracing members column fixed plate 105, fixed bottom plate 101, the fixed bottom plate 101 is provided in the bottom of bracing members column 3
It is fixed by fixed steel bars 102 on the bottom surface of setting.
Embodiment 2
The present embodiment is transformed on the basis of embodiment 1.Referring to Fig. 1 to Fig. 8, a kind of workshop large-span steel
Structure is arranged on two main steel frames including two main steel frame columns, 1, two steel cant beam 2 and multiple bracing members columns 3, the steel cant beam 2
Between column 1,
Fixed bottom plate 101 is provided in the bottom of main steel frame column 1, the fixed bottom plate 101 is fixed by fixed steel bars 102
On the bottom surface of setting, the both ends of the steel cant beam 2 are both provided with fixed connecting plate 103 and stiffener plate 104, described to be fixedly connected
Plate 103 is arranged on the top of steel cant beam 2, and the stiffener plate 104 is arranged on stiffener plate 104 and 2 corner junction of steel cant beam；
The fixed connecting plate 103 on two 2 tops of steel cant beam is opposite vertically and is bolted to connection, and steel cant beam 2 is another
The fixed connecting plate 103 at end is opposite with the sidewalls vertical of main steel frame column 1 and is bolted to connection, and is pushed up in two steel cant beams 2
Bracing members column fixed plate 105, the bracing members column 3 are both provided on 2 side wall of 103 junction of fixed connecting plate and steel cant beam at end
It is arranged in bracing members column fixed plate 105, fixed bottom plate 101, the fixed bottom plate 101 is provided in the bottom of bracing members column 3
It is fixed by fixed steel bars 102 on the bottom surface of setting.
It in this preferred embodiment, is fixed in main steel on bottom plate 101 and is provided with mounting hole, the fixed steel bars 102 pass through peace
It fills hole and is arranged on by tightening piece 106 on main steel fixation bottom plate 101.The piece 106 of tightening connects with 102 screw thread of fixed steel bars
It connects.The stiffener plate 104 is arranged to triangular structure and perpendicular to the base of steel cant beam 2.The bracing members column 3 passes through bolt
It is arranged in bracing members column fixed plate 105.It is uniformly distributed on the top margin of steel cant beam 2 and is provided with tie-beam fixed seat 107, it is described
External tie-beam is bolted in tie-beam fixed seat 107.Between main steel frame column 1 and bracing members column 3 and adjacent steel branch
Multiple horizontal fixed links 108 are both provided between dagger 3.It is provided between the adjacent horizontal fixed link 108 in bottom vertical small
Fixed link 109, the vertical small fixed link 109 are fixedly connected with horizontal fixed link 108 by angle steel 110.
This workshop is reasonable with the structure setting of large-span steel, by setting fixed connecting plate 103 and stiffener plate
104 so that large-span steel is connected firmly and easy for installation, by setting bracing members column 3 and fixed link, further improves use
The intensity of large-span steel.
Finally it should be noted that：The above is only the preferred embodiment of the utility model only, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical solution recorded in foregoing embodiments or to which part technical characteristic
Equivalent substitution is carried out, within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made,
It should be included within the scope of protection of this utility model.
Claims (8)
1. a kind of workshop large-span steel, including two main steel frame columns, two steel cant beams and multiple bracing members columns, the steel
Cant beam is arranged between two main steel frame columns, it is characterised in that：
Fixed bottom plate is provided in the bottom of main steel frame column, the fixed bottom plate is fixed by fixed steel bars on the bottom surface of setting,
The both ends of the steel cant beam are both provided with fixed connecting plate and stiffener plate, and the fixed connecting plate is arranged on the top of steel cant beam
End, the stiffener plate are arranged on stiffener plate and steel cant beam corner junction；
The fixed connecting plate on two steel cant beam tops is opposite vertically and is bolted to connection, the fixed company of the steel cant beam other end
Fishplate bar is opposite with the sidewalls vertical of main steel frame column and is bolted to connection, and the fixed connecting plate on two steel cant beam tops connects
Bracing members column fixed plate is both provided in the place of connecing and steel cant beam side wall, the bracing members column is arranged in bracing members column fixed plate,
Fixed bottom plate is provided in the bottom of bracing members column, the fixed bottom plate is fixed by fixed steel bars on the bottom surface of setting.
2. workshop large-span steel according to claim 1, it is characterised in that：It fixes on bottom plate and is provided in main steel
Mounting hole, the fixed steel bars are arranged on through mounting hole and by tightening piece on main steel fixation bottom plate.
3. workshop large-span steel according to claim 2, it is characterised in that：It is described to tighten piece and fixed steel bars spiral shell
Line connects.
4. workshop large-span steel according to claim 1, it is characterised in that：The stiffener plate is arranged to triangle
Shape structure and perpendicular to the base of steel cant beam.
5. workshop large-span steel according to claim 1, it is characterised in that：The bracing members column is set by bolt
It puts in bracing members column fixed plate.
6. workshop large-span steel according to claim 1, it is characterised in that：Uniformly divide on the top margin of steel cant beam
Cloth is provided with tie-beam fixed seat, and external tie-beam is bolted in the tie-beam fixed seat.
7. workshop large-span steel according to claim 1, it is characterised in that：Main steel frame column and bracing members column it
Between and adjacent steel support column between be both provided with multiple horizontal fixed links.
8. workshop large-span steel according to claim 7, it is characterised in that：In the adjacent horizontal fixed link in bottom
Between be provided with vertical small fixed link, the vertical small fixed link is fixedly connected with transverse direction fixed link by angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150896.7U CN207392434U (en) | 2017-09-09 | 2017-09-09 | A kind of workshop large-span steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150896.7U CN207392434U (en) | 2017-09-09 | 2017-09-09 | A kind of workshop large-span steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392434U true CN207392434U (en) | 2018-05-22 |
Family
ID=62416933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721150896.7U Active CN207392434U (en) | 2017-09-09 | 2017-09-09 | A kind of workshop large-span steel |
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| Country | Link |
|---|---|
| CN (1) | CN207392434U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183989A (en) * | 2018-11-06 | 2019-01-11 | 南通耀艺建设工程有限公司 | The steel-structure factory building of Fast Installation |
-
2017
- 2017-09-09 CN CN201721150896.7U patent/CN207392434U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183989A (en) * | 2018-11-06 | 2019-01-11 | 南通耀艺建设工程有限公司 | The steel-structure factory building of Fast Installation |
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