CN2856237Y - Light-weight mounting II-type light-weight steel member for building - Google Patents
Light-weight mounting II-type light-weight steel member for building Download PDFInfo
- Publication number
- CN2856237Y CN2856237Y CN 200520018630 CN200520018630U CN2856237Y CN 2856237 Y CN2856237 Y CN 2856237Y CN 200520018630 CN200520018630 CN 200520018630 CN 200520018630 U CN200520018630 U CN 200520018630U CN 2856237 Y CN2856237 Y CN 2856237Y
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- wing plate
- web
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- lightweight steel
- wall
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Abstract
The utility model relates to a building member and particularly to a light steel assembled-type H-shaped light steel member for architectural use capable of being used as a load-bearing member such as a cross beam or a column of a light steel assembled-type building, which comprises a left wing plate, a right wing plate, and a web plate connecting the left and right wing plates into an integral. The light steel member has an H-shaped, or double T-shaped, or character pi-shaped cross section as well as a perforation disposed at the web plate, and is used to be assembled into a wall body framework. A wall body built up by the wall body framework, inner and outer wallboards, and filling materials can achieve obviously reduced occurence of cold and thermal bridge phenomena, and improved heat insulation and sound-proof performance. The wall body can be pre-embedded with water pipelines, heat pipelines, and power lines, thus facilitates mounting and maintenance. In addition, the wall body achieves enhanced integral performance as a result of one-shot moulding in a die.
Description
Technical field
The utility model relates to a kind of building unit, the H type lightweight steel component light steel assembled for building that primary structure members such as especially a kind of crossbeam that can be used as light steel assembled building, column use.
Background technology
Existing light steel assembled building lightweight steel component commonly used has U-steel, C shaped steel, square tube etc., forms skeleton by lightweight steel component, lays members such as gypsum plank, cement board, fiberboard again on skeleton, makes the metope of body of wall form monocoque.Its shortcoming shows as: the wall body structure poor performance, and run into external force stressed on the skeleton can't be alleviated in the metope structure of rigidity, cause cracking of wall surface easily.
Usefulness C shaped steel such as existing building wall board, floor, roofing do column or crossbeam more, existing is example with C shaped steel, as shown in Figure 5, common C shaped steel is by the left wing plate C101 that fuses, right wing plate C103 and tabular central-web C102 constitute.Common C shaped steel exists many defectives, causes with its wallboard, floor, the physics of roof panel, mechanical performance that is skeleton is made to have shortcoming.
Common C shaped steel major defect has:
(1) central-web C102 links together left and right wing plate, exists coefficient of thermal conductivity higher, causes cold and hot bridge conduction phenomenon to occur, and makes heat insulation, the insulation of assembled wall, sound insulation value poor.
(2) existence of entity central-web C102 makes the preheating embedding line inconvenience.
(3) the writing board shape central-web cause do each space that skeleton forms with it can't UNICOM, make the pouring difficulty of filling materials for wall body.
(4) common C Steel section member easily produces vibration when being subjected to concentrating external force.
The basic primary structure member of fabric structure will have the better physical performance when satisfying the fabric structure force request, particularly wallboard, floor, the roof panel with other materials synthetic back formation will have better physical, mechanical performance.H type provided by the utility model cross section cold bending thin wall lightweight steel component has These characteristics, can solve the defective that existing lightweight steel component exists preferably.
Summary of the invention
The purpose of this utility model is the deficiency at existing light steel assembled C type lightweight steel component for building, proposes a kind of suitable batch production, standardization, industrialization batch process, the H type lightweight steel component light steel assembled for building with good geometrical property.It has overcome the shortcoming that prior art exists.
The technical scheme that its technical problem that solves the utility model adopts is: it passes through the cold moudling in cross section, the lightweight steel component that formation is made up of left wing plate, web and right wing plate, described web links into an integrated entity left wing plate and right wing plate, and forming the cross section is the described lightweight steel component of H type.
By with the cold moudling in cross section, the lightweight steel component that formation is made up of the flat wing plate in a left side, the perpendicular wing plate in a left side, web, right wing plate, the flat wing plate in a left side is concordant with web, and web connects one with the flat wing plate in a left side, the perpendicular wing plate in a left side, right wing plate, and forming the cross section is double-T shaped described lightweight steel component.
By with the cold moudling in cross section, the lightweight steel component that formation is made up of the flat wing plate in a left side, the perpendicular wing plate in a left side, web, right flat wing plate, right perpendicular wing plate, a left side flat wing plate, right flat wing plate are all concordant with web, web fuses the flat wing plate in a left side, the perpendicular wing plate in a left side, right flat wing plate, right perpendicular wing plate, and forming the cross section is the described lightweight steel component of π type.
A plurality of perforation are arranged in the compartment of terrain on the web, and described perforation is a Long Circle.
A plurality of perforation are arranged in the compartment of terrain on the web, and described perforation is trapezoidal.
By wall skeleton, inside and outside shingle nail, filling materials for wall body one-time cast-forming, the column of described wall skeleton, roof side rail, crossbeam, following side bar adopt the arbitrary described ground of claim 1-5 lightweight steel component at least one time.
Be provided with preheating embedding line between the described inner, external wall panel, described preheating embedding line is arranged in the perforation on the described web, and described preheating embedding line is arranged in the light filling materials for wall body.
Described filling materials for wall body is that macromolecular material is done bonding agent, and filling environmental protection, green, trade waste firm, lightweight are the materials for wall of aggregate.
H described in the utility model, double T, π type cross section lightweight steel component owing to adopted technique scheme, have improved the intensity of member, reduce rolled steel dosage, perforation can make the cold and hot bridge conduction surface of web reduce on the web, improves insulation, the sound insulation value of light steel assembled building, energy conservation.But described perforation preheating embedding line is for the installation and maintenance of pipeline are provided convenience.Described perforation can make plate body material once water moulding, and is integrated with skeleton, improves the strength and stiffness of plate body.
Overlay the deficiency that sheet material is formed body of wall at existing light steel frame, proposition is once watered the wall body construction of moulding with the many materials of plate body, strengthen strength of wall body, strengthen its anti-folding, bending resistance, antitorque, measuring body ability, improve the strength and stiffness of light steel assembled building integral.
Make the skeleton of wallboard, floor, roof panel with this member, can reduce the cold and hot bridge effect of above-mentioned board member, improve its insulation, sound insulation value, make light steel assembled building have good heat preservation performance, advantage such as energy-conservation.Directly preheating embedding line in wallboard, floor is convenient to the installation and the maintenance of pipeline.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1: the integrated wallboard stereogram of the utility model;
Fig. 2: the utility model H type section structural member 011 stereogram;
Fig. 3: the utility model roof side rail is with double-T shaped section structural member 021 stereogram;
Fig. 4: the utility model internal partition wall roof side rail π type section structural member 022 stereogram;
Fig. 5: existing light steel assembled C type lightweight steel component stereogram for building.
The specific embodiment
The utility model illustrates with assembled wall, but is not limited to use on assembled wall, and floor, roof panel, common body of wall and other buildings also are suitable for.
Please refer to Fig. 1, the assembled wall in the utility model mainly comprises: column 011, left side post 012, the right post 013, roof side rail 021, following side bar 023, crossbeam 024 and inner wall panel 031, side fascia 032.Described roof side rail 021, following side bar 023 are positioned at same plane, and keeping parallelism, and its groove toward each other; In described column 011 fluting that is supported on described roof side rail 021, following side bar 023 at interval; Described left side post 012, the right post 013 be supported on described roof side rail 021, down in the fluting at the two ends of side bar 023; Metope 031, side fascia 032 are combined in described column and two side column both sides in described; Described filling materials for wall body 033 is filled in described inner wall panel 031 by the method for cast molding, between the side fascia 032; Also be provided with pre-pipe laying 034 such as air-conditioning, electricity, feedwater in the described assembled wall, described preheating embedding line 034 is arranged between described inner wall panel 031 and the wall face 032, and pass described column 011, crossbeam 024, be embedded in the described wall light packing material 033, column 011, left side post 012, the right post 013, roof side rail 021, following side bar 023, crossbeam 024 all adopt 011 type member, and roof side rail 021 adopts 021 member.
Please refer to Fig. 2, the light steel post 011 of described H type is made of the left wing plate 102 that links into an integrated entity, web 101, right wing plate 103.Establish a plurality of Long Circle perforation 108 on the described web 101, described perforation 108 can be trapezoidal.
H type lightweight steel component 011 in the utility model can be realized standardization, industrialization batch process.Described perforation 018 makes space, column 011 both sides penetrating, and the wall light packing material 033 of described column 011 both sides is combined as a whole, and improves the intensity of body of wall.
When described column 011 is subjected to vertical external force from left wing plate 102 or right wing plate 103, wall light packing material in the described perforation 108 is decomposed vertical force with body of wall, the lightweight filler of perforation both sides, can improve the rigidity of column 011 effectively, reduce the vibration after column is subjected to external force.
Described perforation 108 reduces cold and hot, the sound insulation conduction surface of web 101, and the path of the conduction of cold and hot, sound insulation increases, and can reduce conduction effectively, thereby improves insulation, the heat-proof quality of body of wall, reduces cold and hot bridge phenomenon.Can improve insulation, sound insulation value, the reduction energy consumption of assembled architecture.But described perforation 108 preheating embedding lines 034 make things convenient for the installation and the maintenance of pipeline 034 in the assembled wall.
Please refer to Fig. 3, among the utility model second embodiment among double T shape member 021 and the first kind embodiment structure of H type member 011 basic identical, its difference is that the left wing plate of described double-T shaped member 021 is decomposed into the perpendicular wing plate of a left flat wing plate and a left side, makes flat wing plate and flushes with web.
Please refer to Fig. 4, among the utility model the 3rd embodiment among the π member 022 and first embodiment structure of H type member 011 basic identical, institute's difference is that the left and right wing plate of described π type member 022 all is decomposed into left and right flat wing plate and left and right perpendicular wing plate, and left and right flat wing plate flushes with web.
Claims (8)
1. light steel assembled H type lightweight steel component for building, it is characterized in that: by with the cold moudling in cross section, the lightweight steel component that formation is made up of left wing plate, web and right wing plate, described web links into an integrated entity left wing plate and right wing plate, and forming the cross section is the described lightweight steel component of H type.
2. light steel assembled H type lightweight steel component for building according to claim 1, it is characterized in that: by with the cold moudling in cross section, the lightweight steel component that formation is made up of the flat wing plate in a left side, the perpendicular wing plate in a left side, web, right wing plate, the flat wing plate in a left side is concordant with web, web connects one with the flat wing plate in a left side, the perpendicular wing plate in a left side, right wing plate, and forming the cross section is double-T shaped described lightweight steel component.
3. light steel assembled H type lightweight steel component for building according to claim 1, it is characterized in that: by with the cold moudling in cross section, the lightweight steel component that formation is made up of the flat wing plate in a left side, the perpendicular wing plate in a left side, web, right flat wing plate, right perpendicular wing plate, a left side flat wing plate, right flat wing plate are all concordant with web, web fuses the flat wing plate in a left side, the perpendicular wing plate in a left side, right flat wing plate, right perpendicular wing plate, and forming the cross section is the described lightweight steel component of π type.
4. according to claim 1 or 2 or 3 described assembled architecture lightweight steel components, it is characterized in that: a plurality of perforation are arranged in the compartment of terrain on the web, and described perforation is a Long Circle.
5. according to claim 1 or 2 or 3 described assembled architecture lightweight steel components, it is characterized in that: a plurality of perforation are arranged in the compartment of terrain on the web, and described perforation is trapezoidal.
6. assembled wall is characterized in that: by wall skeleton, inside and outside shingle nail, filling materials for wall body one-time cast-forming, the column of described wall skeleton, roof side rail, crossbeam, side bar adopts the arbitrary described ground of claim 1-5 lightweight steel component at least one time down.
7. assembled wall according to claim 6 is characterized in that: be provided with preheating embedding line between the described inner, external wall panel, described preheating embedding line is arranged in the perforation on the described web, and described preheating embedding line is arranged in the light filling materials for wall body.
8. assembled wall according to claim 6 is characterized in that: described filling materials for wall body is that macromolecular material is done bonding agent, and filling environmental protection, green, trade waste firm, lightweight are the materials for wall of aggregate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520018630 CN2856237Y (en) | 2005-05-20 | 2005-05-20 | Light-weight mounting II-type light-weight steel member for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520018630 CN2856237Y (en) | 2005-05-20 | 2005-05-20 | Light-weight mounting II-type light-weight steel member for building |
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| Publication Number | Publication Date |
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| CN2856237Y true CN2856237Y (en) | 2007-01-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 200520018630 Expired - Fee Related CN2856237Y (en) | 2005-05-20 | 2005-05-20 | Light-weight mounting II-type light-weight steel member for building |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010111945A1 (en) * | 2009-04-03 | 2010-10-07 | 广州拜尔冷链聚氨酯科技有限公司 | Wall structure of large-sized refrigerated storage and construction method thereof |
| CN102071773A (en) * | 2010-12-20 | 2011-05-25 | 黄靓 | Split heat-preservation combination column |
| CN101705726B (en) * | 2009-10-28 | 2011-11-23 | 陈星� | Cement thin-wall square tube assembling type wall body and construction method thereof |
| CN102277961A (en) * | 2009-04-03 | 2011-12-14 | 广州拜尔冷链聚氨酯科技有限公司 | Construction method of large-size cold store wall |
| WO2012174589A1 (en) * | 2011-06-20 | 2012-12-27 | Safari Heights Pty Ltd | Wall construction system, wall stud, and method of installation |
| CN103982032A (en) * | 2014-05-29 | 2014-08-13 | 王立新 | Universal component system for treatment in buildings, decoration, furniture and ecosphere fields |
| CN104652612A (en) * | 2014-12-29 | 2015-05-27 | 浙江省电力设计院 | Embedded pipe structure based on fabricated structure |
| CN105863112A (en) * | 2016-04-14 | 2016-08-17 | 北京工业大学 | Modular cold-bent thin-wall type steel combined wall and connection method thereof |
| CN105888101A (en) * | 2016-04-14 | 2016-08-24 | 北京工业大学 | Modular assembly type T-shaped cold-formed thin-walled steel combined wall and connecting mode thereof |
| CN105908863A (en) * | 2016-05-17 | 2016-08-31 | 北京研创绿建科技有限公司 | Precast fabricated type beam wall combination member |
| CN108756022A (en) * | 2018-07-23 | 2018-11-06 | 常州工程职业技术学院 | Light steel wall fast connection unit and its assembly method are filled out in a kind of structural steel frame |
| CN109138157A (en) * | 2017-06-16 | 2019-01-04 | 河南天丰钢结构建设有限公司 | A kind of steel construction boundling combined member |
| CN109610703A (en) * | 2018-12-11 | 2019-04-12 | 包头市兼强轻型板业有限责任公司 | A kind of assembled wallboard |
| CN110173073A (en) * | 2019-06-15 | 2019-08-27 | 重庆大学 | A kind of back-to-back C-type steel web holes of double limbs and the split steel member with ribbed stiffener |
| CN110173074A (en) * | 2019-06-15 | 2019-08-27 | 重庆大学 | A kind of face-to-face C-type steel web holes of double limbs and the split steel member with ribbed stiffener |
-
2005
- 2005-05-20 CN CN 200520018630 patent/CN2856237Y/en not_active Expired - Fee Related
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010111945A1 (en) * | 2009-04-03 | 2010-10-07 | 广州拜尔冷链聚氨酯科技有限公司 | Wall structure of large-sized refrigerated storage and construction method thereof |
| CN102277961A (en) * | 2009-04-03 | 2011-12-14 | 广州拜尔冷链聚氨酯科技有限公司 | Construction method of large-size cold store wall |
| CN102277961B (en) * | 2009-04-03 | 2013-10-09 | 广州拜尔冷链聚氨酯科技有限公司 | Construction method of large-size cold store wall |
| CN101705726B (en) * | 2009-10-28 | 2011-11-23 | 陈星� | Cement thin-wall square tube assembling type wall body and construction method thereof |
| CN102071773A (en) * | 2010-12-20 | 2011-05-25 | 黄靓 | Split heat-preservation combination column |
| WO2012174589A1 (en) * | 2011-06-20 | 2012-12-27 | Safari Heights Pty Ltd | Wall construction system, wall stud, and method of installation |
| US9091068B2 (en) | 2011-06-20 | 2015-07-28 | Safari Heights Pty Ltd | Wall construction system, wall stud, and method of installation |
| AU2012272548B2 (en) * | 2011-06-20 | 2015-09-03 | Safari Heights Pty Ltd | Wall construction system, wall stud, and method of installation |
| CN103982032A (en) * | 2014-05-29 | 2014-08-13 | 王立新 | Universal component system for treatment in buildings, decoration, furniture and ecosphere fields |
| CN104652612A (en) * | 2014-12-29 | 2015-05-27 | 浙江省电力设计院 | Embedded pipe structure based on fabricated structure |
| CN105863112A (en) * | 2016-04-14 | 2016-08-17 | 北京工业大学 | Modular cold-bent thin-wall type steel combined wall and connection method thereof |
| CN105888101A (en) * | 2016-04-14 | 2016-08-24 | 北京工业大学 | Modular assembly type T-shaped cold-formed thin-walled steel combined wall and connecting mode thereof |
| CN105863112B (en) * | 2016-04-14 | 2018-11-13 | 北京工业大学 | A kind of modularization light gauge cold-formed steel shape assembled wall and its connection type |
| CN105888101B (en) * | 2016-04-14 | 2019-03-22 | 北京工业大学 | A kind of modular assembly formula T shape light gauge cold-formed steel shape assembled wall connection type |
| CN105908863A (en) * | 2016-05-17 | 2016-08-31 | 北京研创绿建科技有限公司 | Precast fabricated type beam wall combination member |
| CN109138157A (en) * | 2017-06-16 | 2019-01-04 | 河南天丰钢结构建设有限公司 | A kind of steel construction boundling combined member |
| CN108756022A (en) * | 2018-07-23 | 2018-11-06 | 常州工程职业技术学院 | Light steel wall fast connection unit and its assembly method are filled out in a kind of structural steel frame |
| CN108756022B (en) * | 2018-07-23 | 2023-09-26 | 常州工程职业技术学院 | Quick connection unit for steel frame filled light steel wall and assembly method thereof |
| CN109610703A (en) * | 2018-12-11 | 2019-04-12 | 包头市兼强轻型板业有限责任公司 | A kind of assembled wallboard |
| CN110173073A (en) * | 2019-06-15 | 2019-08-27 | 重庆大学 | A kind of back-to-back C-type steel web holes of double limbs and the split steel member with ribbed stiffener |
| CN110173074A (en) * | 2019-06-15 | 2019-08-27 | 重庆大学 | A kind of face-to-face C-type steel web holes of double limbs and the split steel member with ribbed stiffener |
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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: 20070110 Termination date: 20100520 |