CN109458011A - A kind of steel-structure factory building of height lifting - Google Patents
A kind of steel-structure factory building of height lifting Download PDFInfo
- Publication number
- CN109458011A CN109458011A CN201811554503.8A CN201811554503A CN109458011A CN 109458011 A CN109458011 A CN 109458011A CN 201811554503 A CN201811554503 A CN 201811554503A CN 109458011 A CN109458011 A CN 109458011A
- Authority
- CN
- China
- Prior art keywords
- steel
- factory building
- structure factory
- top beam
- height
- Prior art date
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
- E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to plant and equipment fields, and in particular to a kind of steel-structure factory building of height lifting.Above-mentioned technical purpose of the invention has the technical scheme that a kind of steel-structure factory building of height lifting, include top beam, also comprising the support column that connect with the top beam, the support column include bottom stage, with the bottom stage in the slide post that vertical direction is slidably connected, be provided with the bottom stage with the slot on the slide post and for being inserted into the slot fixation slide post the vertical height installation site of the opposite bottom stage fixation inserted sheet.The object of the present invention is to provide a kind of steel-structure factory buildings of height lifting, and integral elevating can be carried out by user's requirement, and lifting is steady, can increase workshop safety by reducing whole height when typhoon is to attack.
Description
Technical field
The present invention relates to plant and equipment fields, and in particular to a kind of steel-structure factory building of height lifting.
Background technique
Industrial premises is for the house in industrial processes.Industrial premises further includes in addition to the workshop for production
Its annex, such as power distribution room, for boiled water room, blowdown and the mating house of equipment material storage, belong to the model of industrial premises
A part of farmland or industrial premises.
Built in certain cities, especially China coast, the ground such as Anhui, Fujian, certain workshops for reasons of cost, structure
Relatively simple, support performance is limited.And these regions often meet with biggish typhoon, so that workshop glass breaking is caused, it is main
Body structure is rocked, or even there is a situation where the damage of entire workshop and is collapsed, so that enterprise meets with huge economic loss.
Summary of the invention
The object of the present invention is to provide a kind of steel-structure factory buildings of height lifting, and whole liter can be carried out by user's requirement
Drop, lifting is steady, can increase workshop safety by reducing whole height when typhoon is to attack.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of steel knot of height lifting
Structure workshop includes top beam, and also comprising the support column connecting with the top beam, the support column includes that bottom stage and the bottom stage exist
Slide post that vertical direction is slidably connected, the slot being provided on the bottom stage and the slide post and for being inserted into the slot
The fixation inserted sheet of the vertical height installation site of the fixed relatively described bottom stage of slide post.
As a preference of the present invention, being connected with wallboard on the top beam, the wallboard includes to be fixedly connected with the top beam
Mainboard and the auxiliary connecting plate that is connect with the mainboard.
As a preference of the present invention, the auxiliary connecting plate and the mainboard are rotatablely connected.
As a preference of the present invention, setting on the bottom stage, there are two be parallel to each other and be located at the slot on different height.
As a preference of the present invention, also including the supporting table being connect with the top beam.
As a preference of the present invention, the supporting table include pedestal, the cylinder body that is connect with the pedestal and with the cylinder body
The catch bar of connection, the catch bar are connect with the top beam.
As a preference of the present invention, the top beam, in I-shaped, the top beam includes described in two crossbeams and connection two
The straight beam of crossbeam, the support column are four, are connect with the crossbeam, and the supporting table is two, are connect with the straight beam.
As a preference of the present invention, being connected with windproof curtain on the top beam.
As a preference of the present invention, the radix saposhnikoviae curtain is equipped with and grabs ground hook, ground is equipped with outside this kind of steel-structure factory building room
Fixing groove, the fixing groove be it is multiple, multiple fixing grooves are parallel to each other, and successively increase with the horizontal distance of workshop.
In conclusion the invention has the following beneficial effects:
1, the I-shaped design of top beam, stable structure, cost are controllable.
2, it uses supporting table and support column as jacking component and support stressed member respectively, is adjustable the liftoff height of top beam
Degree.
3, wallboard uses both ends flip designs structure, facilitates the height adjustment of matching workshop.
4, windproof curtain further promotes its wind-proof performance.
Detailed description of the invention:
Fig. 1 is the schematic diagram of embodiment 1；
Fig. 2 is the schematic diagram of support column and supporting table.
In figure:
1, top beam, 11, crossbeam, 12, straight beam, 2, support column, 21, bottom stage, 22, slot, 23, slide post, 24, fixed inserted sheet, 3,
Supporting table, 31, pedestal, 32, cylinder body, 33, catch bar, 4, wallboard, 41, mainboard, 42, auxiliary connecting plate, 5, windproof curtain, 6, grab ground
Hook, 7, fixing groove.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Embodiment 1, as depicted in figs. 1 and 2, include top beam 1, top beam 1 be it is I-shaped, by two crossbeams 11 and a straight beam
12 compositions.Crossbeam 11 and straight beam 12 extend in the horizontal plane, and are mutually perpendicular to.In the technical program, top beam 1 can regard room as
The stressed member in roof portion, and can be gone up and down in vertical direction, adjustment height.The power of lifting comes from supporting table 3, and supporting table 3 is wrapped
Containing pedestal 31, pedestal 31 is placed on house earth surface, thereon fixed cylinder body 32.It is equipped in cylinder body 32 and ejects in vertical direction class
Catch bar 33.The technical program pushes top beam 1 to rise using hydraulic device.Supporting table 3 is two, is contradicted on straight beam 12 respectively
Two positions.
Power part of the supporting table 3 as jacking, and support column 2 is then used as main support member.Support column 2 is four
It is a, it is separately positioned on the corner location of top beam 1, is connect with crossbeam 11.Wherein, 21 inner hollow of bottom stage, slide post 23 can be the bottoms of at
It being slided up and down inside platform 21, slide post 23 is equipped with slot 22, and on 21 different height position of bottom stage, it also is provided with slot 22, this
In case, set on bottom stage 21 there are two slot 22.When needing top beam 1 to be located at high-order, top beam 1 is supported the support of platform 3 and rises, user
Fixed inserted sheet 24 is inserted into corresponding slot 22, completes the relatively fixed of bottom stage 21 and slide post 23.It is low when needing top beam 1 to be located at
When position, top beam 1, which is supported platform 3 and falls, to be declined, and fixed inserted sheet 24 is inserted into the slot 22 of corresponding low level by user, and both completions are solid
It is fixed.
Then, when normal use, all operation top beams 1 are located at a high position, work as bad weather, when such as typhoon weather, drop
The center of gravity of low entire workshop, operation top beam 1 are located at low level.
The component being described above is the part of the beam column of workshop, and the wallboard of the surrounding of workshop also needs cooperation lifting and does
Corresponding design.It in the present case, include wallboard 4, wallboard 4 has done the design of double plate overturnings.Specifically, comprising mainboard 41 and therewith
Hinged auxiliary connecting plate 42.The upper end of mainboard 41 connects top beam 1, and lower end connects auxiliary connecting plate 42.When top beam 1 is for a high position,
Auxiliary connecting plate 42 is parallel with mainboard 41, and auxiliary connecting plate 42 is fixed by the fixed device such as hook, bolt with ground；When top beam 1
When in low level, auxiliary connecting plate 42 is overturn, mainboard 41 is fixed with ground.
In the present case, typhoon protection in order to further increase, is also integrated with windproof curtain 5.Windproof curtain 5 does not use when flat
When can roll fixation, need using when, windproof 5 one end of curtain pass through wallboard 4 be connected on top beam 1, Huo Zhezhi
It connects and is connected on wallboard 4, the other end is connect with ground.Specifically, the lower end of windproof curtain 5 be equipped with it is multiple grab ground hook 6, outside workshop
Side is equipped with multiple fixing grooves 7 being parallel to each other on different location, and by grabbing hook 6 catches on the fixing groove 7 of different location, assigns anti-
The certain tension of air curtain cloth 5, to increase the stability of entire workshop.
Claims (9)
1. a kind of steel-structure factory building of height lifting includes top beam (1), it is characterised in that: also include and the top beam (1)
The support column (2) of connection, the support column (2) include that bottom stage (21) and the bottom stage (21) are slidably connected in vertical direction
Slide post (23) is provided with the bottom stage (21) with the slot (22) on the slide post (23) and consolidates for being inserted into the slot
The fixation inserted sheet (24) of the vertical height installation site of the fixed relatively described bottom stage (21) of the slide post (23).
2. a kind of steel-structure factory building of height lifting according to claim 1, it is characterised in that: on the top beam (1)
Be connected with wallboard (4), the wallboard (4) include the mainboard (41) that is fixedly connected with the top beam (1) and with the mainboard (41)
The auxiliary connecting plate (42) of connection.
3. a kind of steel-structure factory building of height lifting according to claim 2, it is characterised in that: the auxiliary connecting plate (42)
It is rotatablely connected with the mainboard (41).
4. a kind of steel-structure factory building of height lifting according to claim 1, it is characterised in that: on the bottom stage (21)
If there are two be parallel to each other and be located at the slot on different height (22).
5. a kind of steel-structure factory building of height lifting according to claim 1, it is characterised in that: also include and the top
The supporting table (3) of beam (1) connection.
6. a kind of steel-structure factory building of height lifting according to claim 5, it is characterised in that: the supporting table (3)
Include pedestal (31), the cylinder body (32) connecting with the pedestal (31) and the catch bar (33) connecting with the cylinder body (32), institute
Catch bar (33) is stated to connect with the top beam (1).
7. a kind of steel-structure factory building of height lifting according to claim 6, it is characterised in that: the top beam (1) is in
I-shaped, the top beam (1) includes two crossbeams (11) and the straight beam (12) for connecting two crossbeams (11), the support column
(2) it is four, is connect with the crossbeam (11), the supporting table (3) is two, is connect with the straight beam (12).
8. a kind of steel-structure factory building of height lifting according to claim 1, it is characterised in that: on the top beam (1)
It is connected with windproof curtain (5).
9. a kind of steel-structure factory building of height lifting according to claim 8, it is characterised in that: the radix saposhnikoviae curtain
(5) be equipped with and grab ground hook (6), the outer ground in this kind of steel-structure factory building room is equipped with fixing groove (7), the fixing groove (7) be it is multiple, it is more
A fixing groove (7) is parallel to each other, and successively increases with the horizontal distance of workshop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811554503.8A CN109458011A (en) | 2018-12-19 | 2018-12-19 | A kind of steel-structure factory building of height lifting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811554503.8A CN109458011A (en) | 2018-12-19 | 2018-12-19 | A kind of steel-structure factory building of height lifting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109458011A true CN109458011A (en) | 2019-03-12 |
Family
ID=65613818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811554503.8A Withdrawn CN109458011A (en) | 2018-12-19 | 2018-12-19 | A kind of steel-structure factory building of height lifting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109458011A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152951A (en) * | 2021-04-22 | 2021-07-23 | 薛寒 | Method for reducing earthquake loss of steel structure factory building and steel structure factory building |
-
2018
- 2018-12-19 CN CN201811554503.8A patent/CN109458011A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152951A (en) * | 2021-04-22 | 2021-07-23 | 薛寒 | Method for reducing earthquake loss of steel structure factory building and steel structure factory building |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190312 |