CN201050117Y - Detachable steel frame movable room - Google Patents
Detachable steel frame movable room Download PDFInfo
- Publication number
- CN201050117Y CN201050117Y CNU2007200383413U CN200720038341U CN201050117Y CN 201050117 Y CN201050117 Y CN 201050117Y CN U2007200383413 U CNU2007200383413 U CN U2007200383413U CN 200720038341 U CN200720038341 U CN 200720038341U CN 201050117 Y CN201050117 Y CN 201050117Y
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- China
- Prior art keywords
- steel
- type
- frame
- girder
- shaped
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 103
- 239000010959 steel Substances 0.000 title claims abstract description 103
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000005755 formation reaction Methods 0.000 claims 1
- 239000000463 materials Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 230000001681 protective Effects 0.000 abstract 2
- 239000011248 coating agents Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 abstract 1
- 238000003754 machining Methods 0.000 abstract 1
- 238000004321 preservation Methods 0.000 abstract 1
- 230000002950 deficient Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 210000000282 Nails Anatomy 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
Abstract
The utility model relates to a dismountable movable house with a steel frame. The utility model has the technical characteristics that a steel column is constructed by a square steel pipe and a C type steel; a bearing frame is constructed by the steel column and an H type steel girder or a C type steel girder; the vertical lower support end of the C type steel is connected with the H type girder or the C type steel girder; the vertical upper support end of the C type is connected with the C type steel girder. The disadvantages that the external coating protective material of the frame assembly is single, i.e. the component pattern of the door frame type is single(mainly the H type steel); the internal of the house is similar to a workshop; the structural weight of the framed structure is large; the connection of the protective material is inconvenient; the slope is not easy to be formed on the roof; the truss type has the defects of complicated machining of the components and inconvenient connection of the components. The utility model, combining the advantages of the door frame type and the frame type and avoiding the defects of the two types, has simple and firm structure, convenient assembly and disassembly, the practicability and diversity of indoor activities and fulfills the requirements of wind resistance and heat preservation for the field operation.
Description
Technical field
The utility model relates to a kind of prefabricated house, particularly a kind of detachable steel frame prefabricated house.
Background technology
Before the present utility model, outer two kinds of the maintenance materials formulas of covering of pure sheet material assembly type and framework assembling are arranged.The outer structural form of covering the maintenance materials formula of framework assembling mainly is based on the single structure form, as gantry type, frame type, truss-like etc.Gantry type exists the defective of single (H shaped steel is main) of component form and indoor similar power house environment; It is bigger that frame type exists dead load, and maintenance materials connects inconvenience and roofing has been difficult for sloping defective; Truss-like exists the defective that member processing is complicated and interconnect inconvenience.
Summary of the invention
The purpose of this utility model just is to overcome above-mentioned defective, designs a kind of new detachable steel frame prefabricated house.
The technical solution of the utility model is:
Detachable steel frame prefabricated house, roof panel is arranged, and its major technique is characterised in that steel square tube, C shaped steel constitute steel column, and steel column and H section steel beam or C section steel beam constitute supporting frame, C shaped steel vertically supports the lower end and is connected with H section steel beam or C section steel beam, and C shaped steel vertically supports the upper end and is connected with C shaped steel cant beam.
In sum, advantage of the present utility model and effect are to combine the characteristics of gantry type and frame type, obtained the advantage of the two, avoided their defective separately, the requirement of wind resistance and heat insulating ability when having practicality, the diversity of indoor activity and satisfying field work, and simple in structure, firmly, mounting or dismounting are convenient.
Particularly, the utility model has adopted a square steel pipe to add two C shaped steel and has made steel column, and H shaped steel is made girder steel and formed the middle frame construction of prefabricated house; The gable place also adopts a square steel pipe to add two C shaped steel and makes steel column, forms the gable steel frame but adopt C shaped steel to do transverse beam and increase C shaped steel wind-resistant column.Its result not only reaches the purpose of load-bearing and maintains easily in the wallboard embedding C shaped steel and installs.Middle steel frame hangs connection with the gable steel frame by vertical C section steel beam and is overall structure, and this vertical C section steel beam also can be simultaneously as the load-bearing crossbeam use of indoor furred ceiling.
In addition,, connect vertical C shaped steel on the crossbeam in the steel frame and support, support the top and connect C shaped steel cant beam, connect C shaped steel purlin on the cant beam, roofing materials is installed, on the purlin to form the roof system of similar portal-rigid frames for satisfying the requirement that roofing plays the slope.
Description of drawings
Fig. 1---the utility model structural principle (H section steel beam) schematic diagram.
Fig. 2---the utility model structural principle (C section steel beam) schematic diagram.
The specific embodiment
As shown in Figure 1, be middle frame H section steel beam 6 structural principle schematic diagrames: H section steel beam 6 forms frame system with the steel column 5 that steel square tube and double-C-shaped steel are formed, and is supported on the square tube ground girder steel 8; And C shaped steel cant beam 4 is connected with the vertical support 3 of C shaped steel, the vertical support 3 of C shaped steel is bearing on the H section steel beam 6, C shaped steel purlin 2 is connected with C shaped steel cant beam 4, in addition, lay double-layer heat insulation color steel roof plate 1 above the C shaped steel purlin 2, hang connection by vertical C section steel beam 7 and vertical C shaped steel side bar 9 between framework and the framework.
As shown in Figure 2, be end gable frame construction principle schematic, with the difference of the middle frame of Fig. 1 be: C section steel beam 11 replaces H section steel beams 6, and the steel column of forming with steel square tube and double-C-shaped steel 5 forms frame systems; Increase gable square steel pipe and double-C-shaped steel wind-resistant column 10, wind-resistant column 10 tops link to each other with C section steel beam 11, and lower support is on square steel pipe ground girder steel 8, to resist wind load and to make things convenient for the installation of gable place shingle nail.
According to said structure, not only reach the purpose of safety, can increase simultaneously the quantity regulating standard width of a room in an old-style house number of central frame, make the indoor activity practical space strengthen, and the size of space that can correspondingly adjust the ground girder steel is cut apart the interior space neatly, satisfy the various function needs of field work, reach the purpose of practicality.
Claims (4)
1. detachable steel frame prefabricated house, roof panel is arranged, it is characterized in that steel square tube, C shaped steel constitute steel column, steel column and H section steel beam or C section steel beam constitute supporting frame, C shaped steel vertically supports the lower end and is connected with H section steel beam or C section steel beam, and C shaped steel vertically supports the upper end and is connected with C shaped steel cant beam.
2. detachable steel frame prefabricated house according to claim 1 is characterized in that vertical C section steel beam is connected on the side of H section steel beam or C section steel beam.
3. detachable steel frame prefabricated house according to claim 1 is characterized in that vertical C shaped steel side bar is connected the outside of steel square tube, C shaped steel formation steel column.
4. detachable steel frame prefabricated house according to claim 1 is characterized in that wind-resistant column top is connected with C section steel beam, C shaped steel cant beam, and lower support is on square steel pipe ground girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200383413U CN201050117Y (en) | 2007-06-20 | 2007-06-20 | Detachable steel frame movable room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200383413U CN201050117Y (en) | 2007-06-20 | 2007-06-20 | Detachable steel frame movable room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201050117Y true CN201050117Y (en) | 2008-04-23 |
Family
ID=39336600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200383413U Expired - Fee Related CN201050117Y (en) | 2007-06-20 | 2007-06-20 | Detachable steel frame movable room |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201050117Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777055A (en) * | 2012-07-06 | 2012-11-14 | 张家港日新通运物流装备有限公司 | Mobile house with anti-deformation device |
| CN103216110A (en) * | 2013-05-02 | 2013-07-24 | 湖南绿广景观新材料有限公司 | Assembling method of plastic-wood house easy to assemble and disassemble |
| CN104179252A (en) * | 2013-05-23 | 2014-12-03 | 张连华 | Low-cost earthquake-resistant bedroom frame |
| CN104314173A (en) * | 2014-11-13 | 2015-01-28 | 江苏明福钢结构有限公司 | Assembly type steel structure house |
| CN104358309A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Quickly installed high-strength house structure |
| CN104358312A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel framework of small-size mobile house |
| CN105369890A (en) * | 2015-11-24 | 2016-03-02 | 云南昆钢钢结构股份有限公司 | Earthquake-proof folk house steel framework and installation method thereof |
-
2007
- 2007-06-20 CN CNU2007200383413U patent/CN201050117Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777055A (en) * | 2012-07-06 | 2012-11-14 | 张家港日新通运物流装备有限公司 | Mobile house with anti-deformation device |
| CN103216110A (en) * | 2013-05-02 | 2013-07-24 | 湖南绿广景观新材料有限公司 | Assembling method of plastic-wood house easy to assemble and disassemble |
| CN104179252A (en) * | 2013-05-23 | 2014-12-03 | 张连华 | Low-cost earthquake-resistant bedroom frame |
| CN104358309A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Quickly installed high-strength house structure |
| CN104358312A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel framework of small-size mobile house |
| CN104314173A (en) * | 2014-11-13 | 2015-01-28 | 江苏明福钢结构有限公司 | Assembly type steel structure house |
| CN104314173B (en) * | 2014-11-13 | 2016-09-21 | 江苏明福钢结构有限公司 | A kind of assembled steel structure house |
| CN105369890A (en) * | 2015-11-24 | 2016-03-02 | 云南昆钢钢结构股份有限公司 | Earthquake-proof folk house steel framework and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080423 Termination date: 20120620 |