CN1156779A - Assembly method for light steel assembled building - Google Patents
Assembly method for light steel assembled building Download PDFInfo
- Publication number
- CN1156779A CN1156779A CN 96101750 CN96101750A CN1156779A CN 1156779 A CN1156779 A CN 1156779A CN 96101750 CN96101750 CN 96101750 CN 96101750 A CN96101750 A CN 96101750A CN 1156779 A CN1156779 A CN 1156779A
- Authority
- CN
- China
- Prior art keywords
- wall
- tapping screw
- strength self
- web
- steel
- 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.)
- Pending
Links
Images
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
A method for assembling light steel-structure building including connecting columns with beams and fixing walls, floors and other structural members to the frame of columns and beams, and features that said columns, beams, walls, floors, roof, etc. are made up of frame structure and face material, which are connected by high-strength self-tapping screws. Said thin-wall frame is made up of 0.5-5.0 mm steel sheet through processing, bending and punching.
Description
The present invention relates to steel construction, particularly the assemble method of the fabricated structure of the little span low layer of lightweight steel construction.Is the basic building block that carcassing becomes building with the steel sheet of 0.5-5.0mm through the light-gauge steel section of processing, bending and the die-cut various cross sectional shapes that form, and is assembled into light steel assembled building.
At present, the employed form of structure of the building of fabricated construction is framework, whole building is to rely on electric welding, bolt or rivet connected mode by stressed post and beam, and self is fixedly connected mutually, fixedlys connected with body of wall, floor plate, roof panel and other building unit again.Connection between member is mainly welding, to having relatively high expectations of peopleware and plant equipment, as is welded with problem, can directly have influence on the anti-stability of supporting ability and total of building.And these primary structure members and all assembling shapings in advance of wallboard, the whole member volume is big, and weight is big, the difficulty of construction height, all there is crane gear at the requirement scene.Rate of progress of the construction and efficient all are subjected to the on-the-spot case conditions and the restriction of various device.
The present invention is directed to the deficiency of the assemble method of existing light steel assembled building, provide that a kind of difficulty of construction is little, efficiency of construction is high, construction cost is low, building from heavy and light, monolithic stability firm, be convenient to suitability for industrialized production and the assemble method of the light steel assembled building built of assembly unit at the construction field (site).
The assemble method of light steel assembled building of the present invention, be that mutually self is fixedly connected with primary structure members such as post, beam, shear wall, floor plates, be formed by fixedly connecting with roof panel and other building unit again, it is characterized in that be the building units such as beam, post, body of wall, floor plate and roof panel that skeleton is aided with various surface materials and is made into the steel sheet of 0.5-5.0mm through the light-gauge steel section of processing, bending and the die-cut various cross sectional shapes that form, be fixedly connected into the light steel assembled building of predetermined structure with high-strength self-tapping screw.
The present invention by with several with steel sheets of 0.5-5.0mm in light weight, light-gauge steel section that volume is little through processing, bending and the die-cut different cross section shape that forms, on the design attitude of building directly with high-strength self-tapping screw assembly unit, become primary structure member skeletons such as shear wall, floor plate, roof panel, fuse with high-strength self-tapping screw simultaneously, become the force structure system of whole building.The skeleton surface tumbles in surface layer sheet with screw, just becomes the entire body of building, utilizes shearing resistance, tension and the anti-pressure ability opposing load of buildings of steel itself.The member that utilizes this method to make can be reduced in difficulty in the construction greatly, has improved efficiency of construction, shortens construction period, uses high-strength self-tapping screw and connects, and enlarges the effect of workman in construction, tallies with the national condition.
Structural element of the present invention comprises beam, post, wall roofing plate and floor plate etc., and wherein said beam and column can be to be merged by some lipped channels to form, and post can also be to form with round steel pipe or square steel pipe; Body of wall can by some lipped channels at regular intervals vertical array form, its above and below port each seal by a channel-section steel guide rail that is used for being connected with beam or floor; And the close girt strip that floor plate is made of lipped channel is arranged in parallel at regular intervals and forms, and two-port also respectively has a channel-section steel guide rail to seal; Roof panel is to be arranged in parallel at regular intervals by the roof purline that lipped channel constitutes, and is formed by connecting with roofing transverse connection, ridge pole.Other has junction plate that overlap joint angle steel that the knuckle plate of various connectors such as different-thickness, different angles is made and spliced girder or post use etc.
Among the present invention, when door being arranged in the shear wall or during window, the intermediate portion lipped channel can be cut to the size of door or window, and incision position seals as connector within the walls with the guide rail channel-section steel up and down.There is the roof panel in skylight also can make same treatment to the roof purline that lipped channel in the plate at place, skylight constitutes.
The assemble method of light steel assembled building of the present invention, little because shearing resistance, tension and the anti-pressure ability of steel building structural element is strong from heavy and light, volume, reduced difficulty of construction widely, the efficiency of construction height, construction cost is low; And can be built into the building of Any shape for the direct assembly unit in job site by the member shaped steel of designing requirement industrialized mass production all size in factory.Make assembly unit in this way build building, monolithic stability is firm, is adapted to various geological conditionss.
Be described further below in conjunction with the assemble method of accompanying drawing light steel assembled building of the present invention:
Fig. 1 is the flat cutting view of shear wall structure of the assemble method of light steel assembled building of the present invention.
Fig. 2 is the A-A sectional view among Fig. 1.
Fig. 3 is the deep cutting view of floor plate structure of the assemble method of light steel assembled building of the present invention.
Fig. 4 is the B-B sectional view among Fig. 3.
Fig. 5 is the node connection diagram on wall, post and the basis of the assemble method of light steel assembled building of the present invention.
Fig. 6 is the connection layout of the roof purline of roofing of assemble method of light steel assembled building of the present invention and ridge pole, body of wall.
As depicted in figs. 1 and 2, shear wall of the present invention, the guide rail 12 mutual vertical fixing that its joist 11 and upper and lower side seal, its middle guide 12 ranks are entered the termination of joist 11, with high-strength self-tapping screw 3 both wing plates are coupled together, be vertically fixed on again between strip foundation or grade beam and the crossbeam.Wherein the cross section of joist 11 is " " shape, and its web has and adds the hole that the interval that is die-cut into man-hour equates; And guide rail 12 is to be made by the thin-wall channel that the cross section is " Contraband " shape.The both sides of joist 11 tumble in surface layer sheet 4 respectively, after the boring, with high-strength self-tapping screw 3 both are linked fixingly, become with various light-gauge steel sections and make skeleton, and surface layer sheet 4 is made the hollow shear wall of lining.In the space of wall, can also clog as packing materials such as glass fiber 14 to adapt to specific needs such as insulation, sound insulation and fire prevention; Also can utilize in addition to add the concealed installation laying that the web hole 13 that punches out man-hour carries out circuits such as indoor circuit of building and order wire in the joist 11 light-gauge steel section webs, both flexible, both artistic and practical again.This metope body only need be spread ash during as interior metope, just can brush emulsion paint or spraying, or stick wallpaper at once; During as wall face, can hang up wire gauze, spread cement mortar and just can reach general brick wall use standard, stick plane materiels such as ceramics again, its outward appearance and traditional metope striking resemblances, and planeness height, lines grace.
As shown in Figure 3 and Figure 4, the floor plate of the assemble method of light steel assembled building of the present invention, its close girt strip is vertical mutually with the guide rail 22 that seal the rear and front end, connects with high-strength screw 3, and the high-strength self-tapping screw 3 of upper rail 12 usefulness of its surrounding and wall is fixed.Close girt strip 21a is made by the lipped channel that is " " shape, after the both sides wing plate at its front and back end ports place is cut and is scraped, outstanding web inwardly folding wherein is parallel to wall and the close girt strip 21b that is positioned on the wall upper rail 12 is assembled by two lipped channels at an angle of 90; Beam sealing two ends guide rail 22 is by the channel-section steel manufacturing that is " Contraband " shape, and its web is connected with high-strength self-tapping screw 3 with the folding web of close girt strip 21a.The upper limb limit of close girt strip tumbles in surface layer sheet with high-strength self-tapping screw 3, repaves the cement mortar screeding layer, just can stick ceramic tile or shop wood flooring, and roof keel can be directly useed on the bottom wing limit as, uses for interior decoration.
Represent wall, post and basic node connected mode as Fig. 5, wherein joist 11 is led the high-strength self-tapping screw 3 vertical stress frames that are connected to become wall of 12 usefulness with rail; Be fixed within the walls on the design attitude by high-strength self-tapping screw 4 assembled posts 51 by some light-gauge steel sections and junction plate 52, its root is connected on the both wings limit by high-strength self-tapping screw 3 with wall guide rail 12; Concrete bar shaped basis 8, cast-in fixing bolt 62 on desired location before building, because building from heavy and light, is compared with common buildings, ground is handled and is easier to, and embedded depth of foundation is shallow, and size is less.Crab-bolt 62 is passed the lower guideway 12 of wall and the preformed hole of anchor iron device 61 bottoms, uses nut screwing clamping, and body of wall, basis 8 and anchor iron device 61 are fixed together; And the web of the vertical edge of anchor iron device 61 and post 51 also links together with high-strength screw 3; Make basis 8, post 51, body of wall as a whole, the Load Transfer on the building is arrived ground with 61 one-tenths in anchor iron device.
As shown in Figure 6, ridge pole 71 is assembled by some lipped channels in the skeleton structure of the roofing of the assemble method of light steel assembled building of the present invention, and is supported by the both sides gable; Roof purline 72 also is made by lipped channel, the overlap joint angle steel 73 of one end head utilization and purlin 72 stack piles is fixed on the shaped steel web place of ridge pole 71 by high-strength self-tapping screw 3, and the other end utilizes two connecting angles 73 to be fixed on web place with the roofing transverse connection 74 of roof purline 72 stack piles.Wherein roofing transverse connection 74 bottom wing limits are perpendicular to web, and the upper rail 12 by high-strength self-tapping screw 3 and body of wall is connected; The vertical angle on upper limb limit equates with the roofing slope angle, and is connected with roofing surface layer sheet 4 by high-strength self-tapping screw 3.Just become water-proof roofing as on roofing surface layer sheet 4, coating waterproofing materials.
Claims (6)
1. the assemble method of a light steel assembled building, be that self is fixedly connected mutually with post, beam, be formed by fixedly connecting with body of wall, floor plate, roof panel and other building unit again, it is characterized in that be the building units such as beam, post, shear wall, floor plate and roof panel that skeleton is aided with various surface materials and is made with the steel sheet of 0.5-5.0mm through the light-gauge steel section of processing, bending and the die-cut various cross sectional shapes that form, be fixedly connected into the light steel assembled building of predetermined structure with high-strength self-tapping screw.
2. the assemble method of light steel assembled building as claimed in claim 1, it is characterized in that described shear wall, be the guide rail 12 mutual vertical fixing that its joist 11 and upper and lower side are sealed, be the termination that guide rail 12 ranks that the thin-wall channel of " Contraband " shape is made are advanced joist 11 by the cross section, with high-strength self-tapping screw 3 both wing plates are coupled together, be vertically fixed on again between strip foundation or grade beam and the crossbeam, wherein the Cross-section Design of joist 11 becomes " " shape, and its web is provided with the hole 13 that equates at interval; The both sides of joist 11 tumble in surface layer sheet 4 respectively, after the boring, with high-strength self-tapping screw 3 both bindings are fixed together.
3. the assemble method of light steel assembled building as claimed in claim 1, it is characterized in that described floor plate, the guide rail 22 that its close girt strip that is made by the lipped channel that is " " shape and rear and front end are sealed is vertical mutually, connect together with high-strength screw 3, the high-strength self-tapping screw 3 of upper rail 12 usefulness of its surrounding and wall is fixed; After the both sides wing plate at the front and back end ports place of close girt strip 21a is cut and is scraped, outstanding web is inwardly rolled at an angle of 90, another the close girt strip 21b that wherein is parallel to wall and is positioned on the wall upper rail 12 is assembled by two lipped channels, the guide rail 22 that the sealing two ends setting of close girt strip is made by the channel-section steel that is " Contraband " shape, its web is connected with high-strength self-tapping screw 3 with the folding web of close girt strip 21a, the upper limb limit of close girt strip repaves with the cement mortar screeding layer with high-strength self-tapping screw 3 surface layer sheet of splicing.
4. as the assemble method of claim 1,2 or 3 described light steel assembled buildings, it is characterized in that wherein joist 11 and the high-strength self-tapping screw 3 vertical stress frames that are connected to become wall of guide rail 12 usefulness; Be fixed within the walls on the design attitude by high-strength self-tapping screw 4 assembled posts 51 by some light-gauge steel sections and junction plate 52, its root is connected on the both wings limit by high-strength self-tapping screw 3 with wall guide rail 12; Being embedded with crab-bolt 62 in the concrete bar shaped basis 8, is crab-bolt 62 passed the lower guideway 12 of wall and the preformed hole of anchor iron device 61 bottoms?, use nut screwing clamping, body of wall, basis 8 and anchor iron device 61 are fixed together; With high-strength screw 3 vertical edge of anchor iron device 61 and the web of post 51 are linked together; Make basis 8, post 51, body of wall as a whole with 61 one-tenth in anchor iron device.
5. as claim 1, the assemble method of 2 or 3 described light steel assembled buildings, the overlap joint angle steel 73 that it is characterized in that termination of the roof purline 72 that will be made by lipped channel with high-strength self-tapping screw 3 and purlin 72 stack piles is fixed on assembled and by the shaped steel web place of the ridge pole 71 of both sides gable supporting by some lipped channels, its other end utilizes two connecting angles 73 to be fixed on web place with the roofing transverse connection 74 of roof purline 72 stack piles, wherein roofing transverse connection 74 bottom wing limits are perpendicular to web, upper rail 12 by high-strength self-tapping screw 3 and body of wall is connected, the vertical angle on upper limb limit equates with the roofing slope angle, and is connected with roofing surface layer sheet 4 by high-strength self-tapping screw 3.
6. the assemble method of light steel assembled building as claimed in claim 4, the overlap joint angle steel 73 that it is characterized in that termination of the roof purline 72 that will be made by lipped channel with high-strength self-tapping screw 3 and purlin 72 stack piles is fixed on assembled and by the shaped steel web place of the ridge pole 71 of both sides gable supporting by some lipped channels, its other end utilizes two connecting angles 73 to be fixed on web place with the roofing transverse connection 74 of roof purline 72 stack piles, wherein roofing transverse connection 74 bottom wing limits are perpendicular to web, upper rail 12 by high-strength self-tapping screw 3 and body of wall is connected, the vertical angle on upper limb limit equates with the roofing slope angle, and is connected with roofing surface layer sheet 4 by high-strength self-tapping screw 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 96101750 CN1156779A (en) | 1996-02-09 | 1996-02-09 | Assembly method for light steel assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 96101750 CN1156779A (en) | 1996-02-09 | 1996-02-09 | Assembly method for light steel assembled building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1156779A true CN1156779A (en) | 1997-08-13 |
Family
ID=5117249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 96101750 Pending CN1156779A (en) | 1996-02-09 | 1996-02-09 | Assembly method for light steel assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1156779A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298946C (en) * | 2003-12-28 | 2007-02-07 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN101798847B (en) * | 2010-02-05 | 2012-06-27 | 杜海平 | Unit-modularized house |
| CN102979323A (en) * | 2011-09-06 | 2013-03-20 | 郭金刚 | Frame-less house assembled by reinforced concrete slabs |
| CN105822002A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel opening flat slab module |
| CN105822001A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel floor slab module connecting structure |
| CN106013200A (en) * | 2016-06-29 | 2016-10-12 | 山东远博建筑科技有限公司 | Prefabricated assembly type strip foundation and construction technology |
| CN106677428A (en) * | 2017-01-14 | 2017-05-17 | 山东飞越钢结构工程有限公司 | External wall flashing structure used for fabricated building |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
| CN107642169A (en) * | 2017-09-23 | 2018-01-30 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles decoration integrated building |
| CN108518029A (en) * | 2018-03-30 | 2018-09-11 | 贵州建工集团第建筑工程有限责任公司 | A kind of assembly construction technology of steel skeleton light-duty roofing |
| CN108517957A (en) * | 2018-06-05 | 2018-09-11 | 北京海东蓝涛洁净工程技术有限公司 | A kind of light body steel-concrete building structure and preparation method thereof |
| CN109281410A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of connection structure and its construction method of precast wall body |
| CN109750746A (en) * | 2019-03-12 | 2019-05-14 | 四川是钢实业有限公司 | Prefabricated assembled light house |
-
1996
- 1996-02-09 CN CN 96101750 patent/CN1156779A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298946C (en) * | 2003-12-28 | 2007-02-07 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN101798847B (en) * | 2010-02-05 | 2012-06-27 | 杜海平 | Unit-modularized house |
| CN102979323A (en) * | 2011-09-06 | 2013-03-20 | 郭金刚 | Frame-less house assembled by reinforced concrete slabs |
| CN105822002B (en) * | 2016-03-29 | 2018-02-02 | 北京工业大学 | A kind of assembled light gauge cold-formed steel shape flat slab with opening module |
| CN105822001A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel floor slab module connecting structure |
| CN105822002A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel opening flat slab module |
| CN106013200A (en) * | 2016-06-29 | 2016-10-12 | 山东远博建筑科技有限公司 | Prefabricated assembly type strip foundation and construction technology |
| CN106677428A (en) * | 2017-01-14 | 2017-05-17 | 山东飞越钢结构工程有限公司 | External wall flashing structure used for fabricated building |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
| CN107642169A (en) * | 2017-09-23 | 2018-01-30 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles decoration integrated building |
| CN108518029A (en) * | 2018-03-30 | 2018-09-11 | 贵州建工集团第建筑工程有限责任公司 | A kind of assembly construction technology of steel skeleton light-duty roofing |
| CN108517957A (en) * | 2018-06-05 | 2018-09-11 | 北京海东蓝涛洁净工程技术有限公司 | A kind of light body steel-concrete building structure and preparation method thereof |
| CN109281410A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of connection structure and its construction method of precast wall body |
| CN109750746A (en) * | 2019-03-12 | 2019-05-14 | 四川是钢实业有限公司 | Prefabricated assembled light house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5937588A (en) | Bale with integral load-bearing structural supports | |
| US7028440B2 (en) | Modular homes | |
| US5483778A (en) | Modular panel system having a releasable tongue member | |
| US4205497A (en) | Building with a frame or skeleton structure | |
| US7823360B1 (en) | Open core building blocks system | |
| US20070125042A1 (en) | Structural insulated panel construction for building structures | |
| US5337535A (en) | Panel system and method for building construction | |
| CN1156779A (en) | Assembly method for light steel assembled building | |
| US5996296A (en) | Prefabricated structural panel | |
| CN113530028A (en) | Structural system design of assembled fireproof sound insulation wall | |
| KR20010012388A (en) | Modular Sandwich Panel and Method for Housing Construction | |
| CN211172402U (en) | Assembled light steel structure house | |
| CN110629885A (en) | Assembled light steel structure house | |
| JP6640162B2 (en) | Roof construction method, rafter panel, roof structure and house | |
| CN115928909A (en) | Short-limb shear wall assembled light steel combined truss bearing steel wire mesh frame mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
| GB2373001A (en) | Prefabricated building panel | |
| WO2014173381A1 (en) | Building system with a building construction for producing structures using a dry and self-assembly mode of construction | |
| EP0090473A1 (en) | Building, wall sections and profiles for the same | |
| WO1998048124A1 (en) | Building system and components of this system for modular do-it yourself houses | |
| CN110820951A (en) | Fast-assembling type post-grouting building and construction method thereof | |
| CN217480610U (en) | Prefabricated baffle | |
| GB1574402A (en) | Building with frame or skeleton structure | |
| CN1048784C (en) | Composition frame parts for building | |
| CN217602136U (en) | Assembly type building structure | |
| CN219316194U (en) | Steel-concrete structure assembled house structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |