CN203531445U - Novel steel structure workshop - Google Patents
Novel steel structure workshop Download PDFInfo
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- CN203531445U CN203531445U CN201320613487.1U CN201320613487U CN203531445U CN 203531445 U CN203531445 U CN 203531445U CN 201320613487 U CN201320613487 U CN 201320613487U CN 203531445 U CN203531445 U CN 203531445U
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Abstract
The utility model discloses a novel steel structure workshop. The novel steel structure workshop comprises a workshop body, a main steel frame beam and a crane beam. The workshop body comprises a roof, a foundation, the main steel frame beam and the crane beam, wherein the main steel frame beam is of a double-slope double-span steel frame structure, and comprises a transverse bent frame and a longitudinal supporting system, the transverse bent frame comprises a shaft C, a shaft D and a shaft E, the longitudinal supporting system comprises a plurality of column bracing shafts, the column bracing shafts are arranged at equal intervals, the crane beam is arranged on the shaft C and the shaft D, the main steel frame beam further comprises an upper-layer support and a lower-layer support, the upper-layer support is arranged above the crane beam, the lower-layer support is arranged below the crane beam, a lambdoidal double-plate supporting shaft is adopted for a structural system of the upper-layer support, a double-plate crossed-web-member system is adopted for the lower-layer support, the crane beam is provided with a horizontal retarding truss and an auxiliary truss, and independent rolled H-shaped wall studs are arranged among the column bracing shafts at the interval of six meters. According to the mode, the novel steel structure workshop has the advantages that the weight is light, the construction speed is high, seismic performance is excellent, and environmental friendliness is achieved.
Description
Technical field
The utility model relates to steel-structure factory building field, particularly relates to a kind of new steel structure factory building.
Background technology
Along with the develop rapidly of China's economic construction and advancing by leaps and bounds of science and technology, steel work technology also grows with each passing hour.Advantages such as portal frame light section steel structure is light with its containment system quality, steel using amount is little, structural configuration is flexible and obtain and be widely used in industrial construction.In view of < < portal frame steel structure of light-weight building tecnical regulations > > is only applicable to major bearing structures, be the real abdomen formula of single span or multispan steelframe, there is A1 ~ A5 working level traversing crane that light-duty roof system and light-duty exterior wall, no bridge type crane or lifting capacity are not more than 20t, or design, making and the installation of the one storey house steel work of 3t trolley crane.And steel-structure factory building in practical engineering application tends to the case that occurs that large-tonnage crane combines with light-duty roof system, exterior wall, make so general steel-structure factory building design not meet the demands.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of new steel structure factory building, the framework that forms steel frame mill building by the design of horizontal frame and longitudinal bracing system, by the design of upper and lower layer support collocation crane girder, build the bracing frame of slingcart, by the design of H type wall trestle, consolidate the support system of large-sized workshop.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of new steel structure factory building is provided, comprise: factory building main body, main steel frame beam and crane girder, factory building main body includes room lid, ground, main steel frame beam and crane girder, described room lid is positioned at the top of described main steel frame beam, described ground adopts strong rammer processing mode, described main steel frame beam adopts two slopes twin spans steel frame construction, the suspension column of described main steel frame beam adopts plug-in type suspension column to be fixed on the top of described ground, described main steel frame beam comprises horizontal frame and longitudinal bracing system, horizontal frame includes C axle, D axle and E axle, described longitudinal bracing is the intercolumniation back shaft that includes a plurality of equidistant arrangements, the top of described horizontal frame is respectively arranged with for carrying the described crane girder of crane tonnage, described crane girder is to be divided into the upper strata support that is positioned at described crane girder top and the lower layer support that is positioned at described crane girder bottom by described longitudinal bracing, spacing between described intercolumniation back shaft is greater than 8m, described intercolumniation back shaft is provided with independently rolling H type wall trestle at the spacing place every 6m.
In preferred embodiment of the utility model, the front row that the support of described upper strata is arranged on longitudinal bracing system rises between first and second, the 4th and the 5th intercolumniation back shafts, described upper strata is supported the rear row that is arranged on longitudinal bracing system and is risen between first and second, the 4th and the 5th intercolumniation back shafts, and described lower layer support is arranged on the 4th, the 5th anterior intercolumniation back shaft of longitudinal bracing system and longitudinal bracing is between the 4th, the 5th intercolumniation back shaft at rear portion.
In preferred embodiment of the utility model, the E axle of described horizontal frame adopts the form of the real abdomen formula non-uniform beam of H type and uniform beam combination, the form that the described longitudinal bracing real abdomen formula non-uniform beam of the employing H of system type and uniform beam are combined.
In preferred embodiment of the utility model, the structural system that described upper strata is supported is that " people " font biplate supports, described lower layer support adopts biplate intersection web member system, and described upper strata is supported and adopted the real abdomen formula of welded H type constant dimension column, and described lower layer support adopts lacing formula pair limb lattice columns.
In preferred embodiment of the utility model, described crane girder adopts the real abdomen formula of welded H type uniform beam to build, and described crane girder is provided with level braking truss and auxiliary girder.
In preferred embodiment of the utility model, the connection of described main steel frame beam all adopts laser radar find range and locate.
In preferred embodiment of the utility model, the wall purlin of H type wall trestle adopts thin-walled C type purlin, and tie rod adopts the manufacture of round steel material.
In preferred embodiment of the utility model, described main steel frame beam, described crane girder, purlin and H type wall trestle all adopt Q235B structural section.
In preferred embodiment of the utility model, the welding of described main steel frame beam all adopts full welding manner.
In preferred embodiment of the utility model, the mode that the suspension column of described main steel frame beam adopts steel to connect, the basis of described ground is reinforced concrete independent foundation.
The beneficial effects of the utility model are: the utility model new steel structure factory building consists of the framework of steel frame mill building the design of horizontal frame and longitudinal bracing system, by the design of upper and lower layer support collocation crane girder, build the bracing frame of slingcart, by the design of H type wall trestle, consolidate the support system of large-scale and heavy factory building.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model embodiment, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, do not paying under the prerequisite of creative work, can also according to these accompanying drawings, obtain other accompanying drawing, wherein:
Fig. 1 is the structural representation of a preferred embodiment of the utility model new steel structure factory building;
Fig. 2 is the distribution schematic diagram of a preferred embodiment of the longitudinal bracing system of the utility model new steel structure factory building;
In accompanying drawing, the mark of each parts is as follows: 1, factory building main body, 2, main steel frame beam, 3, crane girder, 4, H type wall trestle, 5, intercolumniation back shaft, 6, upper strata supports, 7, lower layer support.
The specific embodiment
Below the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only a part of embodiment of the present utility model, rather than whole embodiment.Embodiment based in the utility model, those of ordinary skills are not making all other embodiment that obtain under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 and Fig. 2, the utility model embodiment comprises:
A kind of new steel structure factory building, comprise: factory building main body 1, main steel frame beam 2 and crane girder 3, factory building main body 1 includes room lid, ground, main steel frame beam 2 and crane girder 3, described room lid is positioned at the top of described main steel frame beam 2, described ground adopts strong rammer processing mode, described main steel frame beam 2 adopts two slopes twin spans steel frame construction, the suspension column of described main steel frame beam 2 adopts plug-in type suspension column to be fixed on the top of described ground, described main steel frame beam 2 comprises horizontal frame and longitudinal bracing system, horizontal frame includes C axle, D axle and E axle, described longitudinal bracing is the intercolumniation back shaft 5 that includes a plurality of equidistant arrangements, the top of described horizontal frame is respectively arranged with for carrying the described crane girder 3 of crane tonnage, described crane girder 3 is to be divided into the upper strata support 6 that is positioned at described crane girder 3 tops and the lower layer support 7 that is positioned at described crane girder 3 bottoms by described longitudinal bracing, spacing between described intercolumniation back shaft 5 is greater than 8m, described intercolumniation back shaft 5 is provided with independently rolling H type wall trestle at the spacing place every 6m.
Described upper strata is supported the 6 front rows that are arranged on longitudinal bracing system and is risen between first and second, the 4th and the 5th intercolumniation back shafts, described upper strata is supported the 6 rear rows that are arranged on longitudinal bracing system and is risen between first and second, the 4th and the 5th intercolumniation back shafts, and described lower layer support 7 is arranged on the 4th, the 5th anterior intercolumniation back shaft of longitudinal bracing system and longitudinal bracing is between the 4th, the 5th intercolumniation back shaft at rear portion.
The E axle of described horizontal frame adopts the form of the real abdomen formula non-uniform beam of H type and uniform beam combination, the form that the described longitudinal bracing real abdomen formula non-uniform beam of the employing H of system type and uniform beam are combined.
The structural system of described upper strata support 6 is that " people " font biplate supports, and described lower layer support 7 adopts biplates intersection web member systems, and the real abdomen formula of 6 employing welded H type constant dimension column is supported on described upper strata, and described lower layer support 7 adopts lacing formula pair limb lattice columns.
Described crane girder 3 adopts the real abdomen formula of welded H type uniform beam to build, and described crane girder 3 is provided with level braking truss and auxiliary girder.
The connection of described main steel frame beam 2 all adopts laser radar find range and locate.
The wall purlin of H type wall trestle adopts thin-walled C type purlin, and tie rod adopts the manufacture of round steel material.
Described main steel frame beam 2, described crane girder 3, purlin and H type wall trestle all adopt Q235B structural section.
The welding of described main steel frame beam 2 all adopts full welding manner.
The mode that the suspension column of described main steel frame beam 2 adopts steel to connect, the basis of described ground is reinforced concrete independent foundation.
In the utility model, because crane tonnage is larger, support the spacing of described intercolumniation back shaft 5 of described crane girder 3 when being greater than 8m, wall trestle need be set, the utility model arranges independently rolling H type wall trestle 4 and bears vertical and level to load at every 6m place; During structural calculation, except roof system and wall frame system are by < < door rule > > requirements calculating, all the other systems should be carried out by < < Code for design of steel structures > > requirement, so not only economy but also safety.
The beneficial effect of the utility model new steel structure factory building is:
One, the utility model new steel structure factory building have lightweight, construction is fast, anti-seismic performance is fabulous, also has advantages of environmental protection;
Two, by the design of H type wall trestle, consolidate the support system of large-scale and heavy factory building, make steel frame mill building can support larger crane tonnage for meeting mach demand.
The foregoing is only embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure or conversion of equivalent flow process that utilizes the utility model description to do; or be directly or indirectly used in other relevant technical field, be all in like manner included in scope of patent protection of the present utility model.
Claims (10)
1. a new steel structure factory building, it is characterized in that, comprise: factory building main body, main steel frame beam and crane girder, factory building main body includes room lid, ground, main steel frame beam and crane girder, described room lid is positioned at the top of described main steel frame beam, described ground adopts strong rammer processing mode, described main steel frame beam adopts two slopes twin spans steel frame construction, the suspension column of described main steel frame beam adopts plug-in type suspension column to be fixed on the top of described ground, described main steel frame beam comprises horizontal frame and longitudinal bracing system, horizontal frame includes C axle, D axle and E axle, described longitudinal bracing is the intercolumniation back shaft that includes a plurality of equidistant arrangements, the top of described horizontal frame is respectively arranged with for carrying the described crane girder of crane tonnage, described crane girder is to be divided into the upper strata support that is positioned at described crane girder top and the lower layer support that is positioned at described crane girder bottom by described longitudinal bracing, spacing between described intercolumniation back shaft is greater than 8m, described intercolumniation back shaft is provided with independently rolling H type wall trestle at the spacing place every 6m.
2. new steel structure factory building according to claim 1, it is characterized in that, the front row that the support of described upper strata is arranged on longitudinal bracing system rises between first and second, the 4th and the 5th intercolumniation back shafts, described upper strata is supported the rear row that is arranged on longitudinal bracing system and is risen between first and second, the 4th and the 5th intercolumniation back shafts, and described lower layer support is arranged on the 4th, the 5th anterior intercolumniation back shaft of longitudinal bracing system and longitudinal bracing is between the 4th, the 5th intercolumniation back shaft at rear portion.
3. new steel structure factory building according to claim 1, it is characterized in that, the E axle of described horizontal frame adopts the form of the real abdomen formula non-uniform beam of H type and uniform beam combination, the form that the described longitudinal bracing real abdomen formula non-uniform beam of the employing H of system type and uniform beam are combined.
4. new steel structure factory building according to claim 2, it is characterized in that, the structural system that described upper strata is supported is that " people " font biplate supports, described lower layer support adopts biplate intersection web member system, described upper strata is supported and is adopted the real abdomen formula of welded H type constant dimension column, and described lower layer support adopts the two limb lattice columns of lacing formula.
5. new steel structure factory building according to claim 1, is characterized in that, described crane girder adopts the real abdomen formula of welded H type uniform beam to build, and described crane girder is provided with level braking truss and auxiliary girder.
6. new steel structure factory building according to claim 1, is characterized in that, the connection of described main steel frame beam all adopts laser radar find range and locate.
7. new steel structure factory building according to claim 1, is characterized in that, the wall purlin of H type wall trestle adopts thin-walled C type purlin, and tie rod adopts the manufacture of round steel material.
8. new steel structure factory building according to claim 1, is characterized in that, described main steel frame beam, described crane girder, purlin and H type wall trestle all adopt Q235B structural section.
9. new steel structure factory building according to claim 1, is characterized in that, the welding of described main steel frame beam all adopts full welding manner.
10. new steel structure factory building according to claim 1, is characterized in that, the mode that the suspension column of described main steel frame beam adopts steel to connect, and the basis of described ground is reinforced concrete independent foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320613487.1U CN203531445U (en) | 2013-10-08 | 2013-10-08 | Novel steel structure workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320613487.1U CN203531445U (en) | 2013-10-08 | 2013-10-08 | Novel steel structure workshop |
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| CN203531445U true CN203531445U (en) | 2014-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320613487.1U Expired - Fee Related CN203531445U (en) | 2013-10-08 | 2013-10-08 | Novel steel structure workshop |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470077A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel steel-structured plant |
| CN105442879A (en) * | 2015-12-15 | 2016-03-30 | 南通蓝岛海洋工程有限公司 | Movable coating workshop |
| CN106285014A (en) * | 2015-05-27 | 2017-01-04 | 华北冶建工程建设有限公司 | A kind of structural steel industrial building installation method |
| CN110836028A (en) * | 2019-11-22 | 2020-02-25 | 上海宝冶集团有限公司 | Double-high-span steel-making tower installation method |
| CN112095921A (en) * | 2020-08-13 | 2020-12-18 | 深圳前海科建工程有限公司 | Three-limb lattice column structure system of main workshop of waste incineration power plant |
| CN112900935A (en) * | 2021-01-28 | 2021-06-04 | 中冶东方工程技术有限公司 | Steel construction and factory building with crane |
-
2013
- 2013-10-08 CN CN201320613487.1U patent/CN203531445U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470077A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel steel-structured plant |
| CN106285014A (en) * | 2015-05-27 | 2017-01-04 | 华北冶建工程建设有限公司 | A kind of structural steel industrial building installation method |
| CN105442879A (en) * | 2015-12-15 | 2016-03-30 | 南通蓝岛海洋工程有限公司 | Movable coating workshop |
| CN110836028A (en) * | 2019-11-22 | 2020-02-25 | 上海宝冶集团有限公司 | Double-high-span steel-making tower installation method |
| CN112095921A (en) * | 2020-08-13 | 2020-12-18 | 深圳前海科建工程有限公司 | Three-limb lattice column structure system of main workshop of waste incineration power plant |
| CN112900935A (en) * | 2021-01-28 | 2021-06-04 | 中冶东方工程技术有限公司 | Steel construction and factory building with crane |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 Termination date: 20191008 |
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| CF01 | Termination of patent right due to non-payment of annual fee |