CN201050117Y - Detachable steel frame movable room - Google Patents

Detachable steel frame movable room Download PDF

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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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CN
China
Prior art keywords
steel
type
frame
girder
shaped
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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.)
Expired - Fee Related
Application number
CNU2007200383413U
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Chinese (zh)
Inventor
佘晨岗
Original Assignee
佘晨岗
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Filing date
Publication date
Application filed by 佘晨岗 filed Critical 佘晨岗
Priority to CNU2007200383413U priority Critical patent/CN201050117Y/en
Application granted granted Critical
Publication of CN201050117Y publication Critical patent/CN201050117Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

Detachable steel frame prefabricated house
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.
CNU2007200383413U 2007-06-20 2007-06-20 Detachable steel frame movable room Expired - Fee Related CN201050117Y (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (8)

* Cited by examiner, † Cited by third party
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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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