CN207032664U - A kind of high stable type cross steel column - Google Patents
A kind of high stable type cross steel column Download PDFInfo
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- CN207032664U CN207032664U CN201720437873.8U CN201720437873U CN207032664U CN 207032664 U CN207032664 U CN 207032664U CN 201720437873 U CN201720437873 U CN 201720437873U CN 207032664 U CN207032664 U CN 207032664U
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- steel column
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- stiffener
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- stable type
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Abstract
The utility model discloses a kind of high stable type cross steel column, including：Bottom plate and steel column, the steel column are located on bottom plate, wherein, one group of stiffener and side plate are provided with the steel column, the stiffener is located on the side on the outside of stiffener in installation, the side plate is intersected, and, reinforcing plate is provided between two stiffeners.A kind of high stable type cross steel column described in the utility model, by setting one group of stiffener on steel column, and stiffener is installed using intersection, its supportive can be greatly improved, meanwhile two are provided with reinforcing plate between stiffener, the stability of the company between stiffener is further improved, so as to which a more step improves the fastness and stably of its support, and then it is allowed to better meet the demand of construction.
Description
Technical field
The utility model belongs to manufacture of steel structure field, more particularly to a kind of high stable type cross steel column.
Background technology
With the fast development of social economy, all trades and professions are all constantly developing, and building trade is also in this way, building row
Sparetime university's majority is all concrete construction, concrete construction due to the property of its construction material, cause the cycle that it is entirely constructed compared with
It is long, and its requirement to weather it is higher, it is necessary to number of workers it is more, but for current society with fast rhythm's state, its
Obviously can not really meet the needs of constructor and client, this generation of steel building with regard to growth-promoting.
Support column is part essential in steel building, and we can some steel constructions venue or build
As can be seen that it is all a simple pillar mostly in building, it is either still supported etc. in outward appearance all has one in performance
Fixed deficiency.
Utility model content
Purpose of utility model：In order to overcome the above insufficient, the purpose of this utility model is to provide a kind of high stable type cross
Shape steel column, its is simple in construction, reasonable in design, and it can greatly improve the support performance of whole steel column.
Technical scheme：To achieve these goals, the utility model provides a kind of high stable type cross steel column, bag
Include：Bottom plate and steel column, the steel column are located on bottom plate, wherein, one group of stiffener and side plate are provided with the steel column, it is described to put more energy into
Plate is located on the side on the outside of stiffener in installation, the side plate is intersected, and, reinforcing plate is provided between two stiffeners.
A kind of high stable type cross steel column described in the utility model, by setting one group of stiffener on steel column,
And stiffener can greatly improve its supportive using installation is intersected, meanwhile, reinforcing plate is provided between two stiffeners, is more entered
One step improves the stability of the company between stiffener, so as to which a more step improves the fastness and stably of its support, and then allows it
Better meet the demand of construction.
It is provided with reinforcement described in the utility model between reinforcing plate and stiffener, the setting of the reinforcement, further
The performance of steel column itself is improved, improves its stability.
Reinforcement exists in pairs described in the utility model, and two reinforcements are assembled into V-shaped, stable using triangle
Property, further improve the stability connected in steel column between stiffener and its support strength.
Gap described in the utility model between reinforcing plate and stiffener is provided with filler, can strengthen the weight of steel column
Amount, improves its support performance, makes its use more stable.
Stiffener described in the utility model uses T-shaped plate, and it is made up of strength plate and side plate, and the strength plate and side plate are vertical
Set, and, the side of the strength plate away from side plate is provided with lug.
Lug described in the utility model is provided with groove, and the groove matches with strength plate, and the setting of lug is easy to add
Connection and installation between strength plate, the setting of groove, the security for greatly improving the stability of its installation and using.
Bottom plate described in the utility model is provided with one group of limiting plate, and the limiting plate is provided with inner groovy, the steel column
It is stuck in close to one end of bottom plate in inner groovy, improves the stability that steel column is connected with bottom plate.
Limiting plate described in the utility model located at bottom plate it is diagonal on, two limiting plates intersect after form triangular support,
Effectively prevent bottom plate from deforming upon.
Sheath is provided with described in the utility model in groove, the surface of the sheath is provided with texture.Texture can be effective
Improve its skidproof effect.
The preparation method of high stable type cross steel column described in the utility model, specific preparation method are as follows:
（1）：First according to design drawing, part or part to needs carry out blanking, cutting according to size；
（2）：After the completion for the treatment of part or component processing, stiffener is welded and fixed according to the demand of construction, i.e.,：
Side plate is vertically fixedly connected with strength plate, forms T-shaped plate；
（3）：Then lug is set in the side of strength plate, and sheath is set in the groove of lug；
（4）：After lug installs in previous step, T-shaped plate is assembled, then it welded, form ten
Font steel column；
（5）：After steel column is completed, end mill processing is carried out to its end by milling machine；
（6）：Then the cross steel column completed to welding detects, once check any problem, then it is right immediately
It is corrected；
（7）：In above-mentioned steps（2）Extremely（6）During steel column is processed, while bottom plate is processed, i.e., by limiting plate
It is installed to as requested on bottom plate；
（8）：After previous step bottom plate and steel column machine, baseline and right is marked on the ground according to construction drawing
Moulding bed is built；
（9）：After the completion for the treatment of that moulding bed is built, steel column is positioned, is placed on moulding bed；
（10）：Then mounted steel column is installed in the inner groovy in bottom plate upper limit plate；
（11）：After steel column in previous step and bottom plate installation, its entirety is detected, finally overall to it
Surface carries out sand washing, derusting.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, a kind of high stable type cross steel column described in the utility model, is put more energy into by setting one group on steel column
Plate, and stiffener can greatly improve its supportive using installation is intersected, meanwhile, reinforcing plate is provided between two stiffeners, more
The stability of the company between stiffener is further improved, so as to which a more step improves the fastness and stably of its support, Jin Errang
It better meets the demand of construction.
2nd, reinforcement is provided with described in the utility model between reinforcing plate and stiffener, the setting of the reinforcement, enters one
Step improves the performance of steel column itself, improves its stability；The reinforcement exists in pairs, and two reinforcements are assembled into V-shaped, profit
With triangle stability, the stability connected in steel column between stiffener and its support strength are further improved.
3rd, the gap described in the utility model between reinforcing plate and stiffener is provided with filler, can strengthen steel column
Weight, its support performance is improved, allow its use more to stablize the side of the strength plate away from side plate and be provided with lug；On the lug
Provided with groove, the groove matches with strength plate, and connection and installation between stiffener are easy in the setting of lug, and groove is set
Put, the security for greatly improving the stability of its installation and using.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of stiffener in the utility model；
Fig. 3 is top view of the present utility model.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of high stable type cross steel column as depicted, including：Bottom plate 1 and steel column 2, wherein, set in the steel column 2
There are one group of stiffener 3 and side plate 4, the stiffener 3 is located on the side in the outside of stiffener 3 in installation, the side plate 4 is intersected, and,
Reinforcing plate 5 is provided between two stiffeners 3.
Reinforcement is provided between reinforcing plate 5 described in the present embodiment and stiffener 3.
Reinforcement exists in pairs described in the present embodiment, and two reinforcements are assembled into V-shaped.
Gap between reinforcing plate 5 described in the present embodiment and stiffener 3 is provided with filler.
Stiffener 3 described in the present embodiment uses T-shaped plate, and it is made up of strength plate 31 and side plate 32, the strength plate 31 and side
Plate 32 is vertically arranged, and, the side of the strength plate 31 away from side plate 32 is provided with lug 33.
Lug 33 described in the present embodiment is provided with groove, and the groove matches with strength plate 31.
Bottom plate 1 described in the present embodiment is provided with one group of limiting plate 11, and the limiting plate 11 is provided with inner groovy, the steel
Post 2 is stuck in inner groovy close to one end of bottom plate 1.
Limiting plate 11 described in the present embodiment located at bottom plate 1 it is diagonal on, two limiting plates 11 intersect after formed triangle branch
Support.
Sheath is provided with described in the present embodiment in groove, the surface of the sheath is provided with texture.
Embodiment 2
A kind of high stable type cross steel column as depicted, including：Bottom plate 1 and steel column 2, wherein, set in the steel column 2
There are one group of stiffener 3 and side plate 4, the stiffener 3 is located on the side in the outside of stiffener 3 in installation, the side plate 4 is intersected, and,
Reinforcing plate 5 is provided between two stiffeners 3.
Reinforcement is provided between reinforcing plate 5 described in the present embodiment and stiffener 3.
Reinforcement exists in pairs described in the present embodiment, and two reinforcements are assembled into V-shaped.
Gap between reinforcing plate 5 described in the present embodiment and stiffener 3 is provided with filler.
Stiffener 3 described in the present embodiment uses T-shaped plate, and it is made up of strength plate 31 and side plate 32, the strength plate 31 and side
Plate 32 is vertically arranged, and, the side of the strength plate 31 away from side plate 32 is provided with lug 33.
Lug 33 described in the present embodiment is provided with groove, and the groove matches with strength plate 3.
Bottom plate 1 described in the present embodiment is provided with one group of limiting plate 11, and the limiting plate 11 is provided with inner groovy, the steel
Post 2 is stuck in inner groovy close to one end of bottom plate 1.
Limiting plate 11 described in the present embodiment located at bottom plate 1 it is diagonal on, two limiting plates 3 intersect after formed triangle branch
Support.
Sheath is provided with described in the present embodiment in groove, the surface of the sheath is provided with texture.
The preparation method of high stable type cross steel column described in the present embodiment, specific preparation method are as follows:
（1）：First according to design drawing, part or part to needs carry out blanking, cutting according to size；
（2）：After the completion for the treatment of part or component processing, stiffener 3 is welded and fixed according to the demand of construction, i.e.,：
Side plate 32 is vertically fixedly connected with strength plate 31, forms T-shaped plate；
（3）：Then lug 33 is set in the side of strength plate 31, and sheath is set in the groove of lug 33；
（4）：After lug installs in previous step, T-shaped plate is assembled, then it welded, form ten
Font steel column；
（5）：After steel column 2 is completed, end mill processing is carried out to its end by milling machine；
（6）：Then the cross steel column completed to welding detects, once check any problem, then it is right immediately
It is corrected；
（7）：In above-mentioned steps（2）Extremely（6）During steel column is processed, while bottom plate 1 is processed, i.e., by limiting plate
11 are installed on bottom plate as requested；
（8）：After previous step bottom plate 1 and steel column 2 machine, baseline is marked simultaneously according to construction drawing on the ground
Moulding bed is built；
（9）：After the completion for the treatment of that moulding bed is built, steel column 1 is positioned, is placed on moulding bed；
（10）：Then mounted steel column 2 is installed in the inner groovy in the upper limit plate 11 of bottom plate 1；
（11）：After steel column in previous step 2 and the installation of bottom plate 1, its entirety is detected, finally to its entirety
Surface carry out sand washing, derusting.
Moulding bed makes explanation：
(1) closing up moulding bed requirement in must be firm, must not have and significantly rock shape.
(2) moulding bed template requires horizontal, and its levelness must not exceed 1mm.
(3) moulding bed positioning anchor requires level after assembling, and its levelness must not exceed 1mm.
(4) because the panel of steel column and the thickness of slab of web are different, the size of locating template should change accordingly.
4) will examine qualified H profile steel to hang on moulding bed, the position location line of T-steel be marked on its web, as installation
The benchmark of inspection.And mark on the ground the contour line of steel column, center line in order to install examine.
5) hangs on T-steel, is first positioned installed in precalculated position, during positioning since end, panel is held out against using jack
In place.Web should not be operated because operating space is smaller using jack, therefore using positioning Karma.Used during positioning
Φ 3.2/J507 welding rod is carried out, tack-weld, it is necessary to by the worker's welding for holding welder qualification.For thickness of slab more than 36mm's
It is required that preheating, preheating temperature is 100-150 DEG C.For spot welding height no more than the 2/3 of design throat depth, spot welding length is 50-
60mm, spacing are 300-400mm.
6) perpendicularity and linearity of T-steel are must assure that when is installed.
7) is welded after the assay was approved, is carried out on special ship shape moulding bed during welding, moulding bed is set every 1.5-2m
Put,
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (9)
- A kind of 1. high stable type cross steel column, it is characterised in that：Including：Bottom plate（1）And steel column（2）, the steel column（2）It is located at Bottom plate（1）On, wherein, the steel column（2）In be provided with one group of stiffener（3）And side plate（4）, the stiffener（3）Pacify in intersecting Dress, the side plate（4）Located at stiffener（3）On the side in outside, and, two stiffeners（3）Between be provided with reinforcing plate（5）.
- 2. high stable type cross steel column according to claim 1, it is characterised in that：The reinforcing plate（5）And stiffener （3）Between be provided with reinforcement.
- 3. high stable type cross steel column according to claim 2, it is characterised in that：The reinforcement exists in pairs, and Two reinforcements are assembled into V-shaped.
- 4. high stable type cross steel column according to claim 1, it is characterised in that：The reinforcing plate（5）And stiffener （3）Between gap be provided with filler.
- 5. high stable type cross steel column according to claim 1, it is characterised in that：The stiffener（3）Using T-shaped Plate, it is by strength plate（31）And side plate（32）Form, the strength plate（31）And side plate（32）It is vertically arranged, and, the strength plate（31） Away from side plate（32）Side be provided with lug（33）.
- 6. high stable type cross steel column according to claim 5, it is characterised in that：The lug（33）It is provided with recessed Groove, the groove and strength plate（31）Match.
- 7. high stable type cross steel column according to claim 1, it is characterised in that：The bottom plate（1）It is provided with one group Limiting plate（11）, the limiting plate（11）It is provided with inner groovy, the steel column（2）Close to bottom plate（1）One end be stuck in inner groovy In.
- 8. high stable type cross steel column according to claim 7, it is characterised in that：The limiting plate（11）Located at bottom plate （1）It is diagonal on, two limiting plates（11）Triangular support is formed after intersection.
- 9. high stable type cross steel column according to claim 6, it is characterised in that：Sheath, institute are provided with the groove The surface for stating sheath is provided with texture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720437873.8U CN207032664U (en) | 2017-04-25 | 2017-04-25 | A kind of high stable type cross steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720437873.8U CN207032664U (en) | 2017-04-25 | 2017-04-25 | A kind of high stable type cross steel column |
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| Publication Number | Publication Date |
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| CN207032664U true CN207032664U (en) | 2018-02-23 |
Family
ID=61479371
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720437873.8U Active CN207032664U (en) | 2017-04-25 | 2017-04-25 | A kind of high stable type cross steel column |
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| Country | Link |
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| CN (1) | CN207032664U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788408A (en) * | 2018-07-02 | 2018-11-13 | 张阳康 | The production method that a kind of cross column turns pipe rod structure |
-
2017
- 2017-04-25 CN CN201720437873.8U patent/CN207032664U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788408A (en) * | 2018-07-02 | 2018-11-13 | 张阳康 | The production method that a kind of cross column turns pipe rod structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |
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| CP02 | Change in the address of a patent holder |