CN201581522U - Wall body with light steel structure - Google Patents
Wall body with light steel structure Download PDFInfo
- Publication number
- CN201581522U CN201581522U CN2009203039258U CN200920303925U CN201581522U CN 201581522 U CN201581522 U CN 201581522U CN 2009203039258 U CN2009203039258 U CN 2009203039258U CN 200920303925 U CN200920303925 U CN 200920303925U CN 201581522 U CN201581522 U CN 201581522U
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Abstract
The utility model provides a wall body with a light steel structure, which comprises light steel frames and concrete pouring layers, wherein each light steel frame is formed by the connection between scalariform pillars which are vertically distributed at intervals and disassembly-free mould board nets which are arranged at two sides of the scalariform pillars through self-tapping screws; the scalariform pillars are consists of two girder cord rods which are respectively arranged at the inner side and the outer side of the wall body and a transverse connecting support which is connected with the two girder cord rods; the concrete pouring layers are filled between the inner sides of the two disassembly-free mould board nets and into gaps among the light steel frames; and the outer sides of the disassembly-free mould board nets are provided with cement plaster layers. The wall body has good heat-preservation and sound-insulation effect, has the double advantages of light weight and high intensity, is firm and burly in structure, has simple installation working procedure, is fast in construction, has low manufacturing cost and good earthquake resistant performance, is convenient in arranging pipelines, and is applicable to low-rise buildings, multistoried buildings and high-rise buildings.
Description
Technical field
The utility model relates to a kind of building masonry wall.
Background technology
Light steel structure house has obtained in low layer and the multistoried building using widely owing to have advantages such as wall is thin, light weight, installation rate is fast, anti-seismic performance good, pipe line arrangement is convenient abroad.The way of known light steel house wall is: filling heat insulating material in the skeleton, and structural slabs such as oriented wood chipboard are laid in the skeleton both sides, and oriented wood chipboard then re-lays PLASTIC LAMINATED etc. outward.
Although the way of the body of wall of tradition lightweight steel construction satisfies every code requirement, but still have big gap because of its many performance indications and ordinary concrete or masonry structure in actual applications, so be difficult to allow the user accept fully, heat preservation and soundproof weak effect such as body of wall, can't hang weight on the wall, it is shaky etc. that body of wall is felt; In addition, the body of wall installation procedure complexity of traditional lightweight steel construction, cost height.
The utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of body of wall of lightweight steel construction, and the wall thermal insulating soundproof effect that solve traditional lightweight steel construction is poor, can't hang weight on the wall, body of wall is felt acarpous problem; And solve the body of wall installation procedure complexity of traditional lightweight steel construction, the technical problem that cost is high.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of body of wall of lightweight steel construction, comprise light steel frame and concrete pouring layer, it is characterized in that: described light steel frame is crossed self-tapping screw by the non-dismantling formwork Netcom of scalariform post vertically spaced apart and scalariform post both sides and is formed by connecting, body of wall is inboard to be formed with the horizontal connection support that is connected these two chord member of truss with two chord member of truss in the outside described scalariform post by laying respectively at, between the inboard of two non-dismantling formwork nets, in the gap of light steel frame, be filled with the concrete pouring layer, cement sand bed arranged in the outside of non-dismantling formwork net.
Can be equipped with warming plate between two chord member of truss of described scalariform post, warming plate is positioned at the concrete pouring layer.
Can be provided with the square steel pipe of a level between two chord member of truss along the foot of a wall, chord member of truss is fixedlyed connected with square steel pipe, has buckled a few font fasteners on the square steel pipe, and the both wings of a few font fasteners are connected with basic fixed.
It is interior, also fixedly connected with it that the heel of described chord member of truss can inject the boot-shaped suspension column, the boot-shaped suspension column is made up of a horizontal base and two square steel pipes or the symmetry vertical channel-section steel in opposite directions that are welded on the horizontal base, have connecting hole on the horizontal base, have screw hole on the vertical channel-section steel, the horizontal base of boot-shaped suspension column is connected with basic fixed.
Described horizontal connection support can be laterally to connect support or plate-like transverse connection support by the V-arrangement that steel plate is stamped to form.
It can be to be stamped to form by steel plate that described plate-like transverse connects support, the upper edge interposition of steel plate is equipped with circular arc cutaway, the lower edge interposition of steel plate is equipped with down circular arc cutaway, the centre on the left and right both sides of steel plate is spill, and the edge of spill has perpendicular to the plate face and to the edge of a wing of steel plate back side bending flange, the front of steel plate, be distributed with at least one streak from top to bottom to the protruding drum of the positive circular arc of steel plate, both sides on streak top have the hole of tightening up a screw, and have screw hole down in the both sides of streak bottom.
The front of described steel plate, be distributed with three streaks from top to bottom to the protruding drum of the positive circular arc of steel plate, wherein, middle streak is a vertical bar, about two streak symmetries, the upper end of left side streak is to the bending of the upper left corner of steel plate, the lower end is to the bending of the lower left corner of steel plate, the upper end of the right streak is to the bending of the upper right corner of steel plate, the lower end is to the bending of the lower right corner of steel plate, on the on the left side streak on the both sides of crooked position and the right streak both sides of crooked position have the hole of tightening up a screw, under the on the left side streak under the both sides of crooked position and the right streak both sides of crooked position have down screw hole.
The described upper and lower side of stating left side streak and the right streak has circular arc to seamlessly transit in the knee.
The beneficial effects of the utility model are as follows:
The heat preservation and soundproof of the utility model body of wall is effective, weight can be hung in the optional position on the wall, so have the two-fold advantage of high-strength light, advantages of firm simultaneously concurrently, performance indications and ordinary concrete or masonry structure are more or less the same, and can allow the user accept fully.The utility model installation procedure is simple, quick construction, and the concrete pouring layer can be protected the not corrosion of light steel frame, and it is cheap, and anti-seismic performance is good, and pipe line arrangement is convenient, meets the building industry policy of China, is applicable to low layer, multilayer or high-story house building.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structural representation of the utility model embodiment one.
Fig. 2 is the structural representation of the utility model embodiment two.
Fig. 3 is the schematic diagram that the utility model embodiment three is connected with ground by a few font fasteners.
Fig. 4 is the schematic diagram that the utility model embodiment three is connected with ground by the boot-shaped suspension column.
Fig. 5 is the main TV structure schematic diagram that tabular integral body laterally connects support.
Fig. 6 is the A-A generalized section of Fig. 5.
Fig. 7 is the perspective view that tabular integral body laterally connects support.
Fig. 8 is the perspective view that laterally connects the light steel structure stiff frame of support connection with tabular integral body.
Fig. 9 is the schematic diagram of boot-shaped suspension column.
Reference numeral: 1-scalariform post, 1.1-chord member of truss, 1.2-laterally connect circular arc cutaway, 1.23-edge of a wing flange, 1.24-under support, the last circular arc cutaway of 1.21-, the 1.22-tighten up a screw streak, 1.27-left side streak, 1.28-the right streak in the middle of screw hole under hole, the 1.25-, the 1.26-;
2-non-dismantling formwork net, 3-concrete pouring layer, 4-cement sand bed, 5-warming plate, 6-boot-shaped suspension column, 6.1-horizontal base, the vertical channel-section steel of 6.2-, 6.3-connecting hole, 6.4-screw hole, a few font fasteners of 7-, 8-square steel pipe.
The specific embodiment
Embodiment one is referring to Fig. 1, shown in Figure 8, the body of wall of this lightweight steel construction, comprise light steel frame and concrete pouring layer 3, it is characterized in that: described light steel frame is formed by connecting by self-tapping screw by the non-dismantling formwork net 2 of vertical scalariform post 1 spaced apart and scalariform post both sides, body of wall is inboard to be formed with the horizontal connection support 1.2 that is connected these two chord member of truss with two chord member of truss 1.1 in the outside described scalariform post 1 by laying respectively at, and the cross section of chord member of truss 1.1 can be rectangle, C shape or the hat of clod wash, hot rolling or alternate manner moulding.Be filled with concrete pouring layer 3 between the inboard of two non-dismantling formwork nets 2, in the gap of light steel frame, concrete pouring layer 3 can be light weight concrete construction layer, foamed concrete layer or haydite screed.In the outside of non-dismantling formwork net 2 cement sand bed 4 is arranged.Described non-dismantling formwork net 2 has another name called the closing in net, is to make with the galvanizing steel plate, and its hook thorn and V-arrangement bar ridge are to form with high-tech full-computerized automatic machinery cutting compacting, the whole contactless fully of plate face, and tension stress is strong.When construction is used, can be used as the expendable template and fix.When concrete pouring, the gusset plate that cuts on the hook thorn just is embedded in the concrete, forms firm mechanical keys.
Referring to Fig. 5-Fig. 8, described horizontal connection support 1.2 is to connect support by the plate-like transverse that steel plate is stamped to form.It is to be stamped to form by steel plate that described plate-like transverse connects support, and steel plate can be cold rolling or hot rolled steel sheet, aluminium alloys or the glass epoxy of thickness 0.6-6.0mm.Rectangular or the arc chord angle in four bights of described steel plate.The upper edge interposition of steel plate is equipped with circular arc cutaway 1.21, the lower edge interposition of steel plate is equipped with down circular arc cutaway 1.22, the centre on the left and right both sides of steel plate is spill, and the edge of spill has perpendicular to the plate face and to the edge of a wing of steel plate back side bending flange 1.23, the front of steel plate, be distributed with at least one streak from top to bottom to the protruding drum of the positive circular arc of steel plate, have the hole 1.24 of tightening up a screw in the both sides on streak top, have screw hole 1.25 down in the both sides of streak bottom.In the present embodiment, the front of described steel plate, be distributed with three streaks from top to bottom to the protruding drum of the positive circular arc of steel plate, wherein, middle streak 1.26 is a vertical bar, about two streak symmetries, the upper end of left side streak 1.27 is to the bending of the upper left corner of steel plate, the lower end is to the bending of the lower left corner of steel plate, the upper end of the right streak 1.28 is to the bending of the upper right corner of steel plate, the lower end is to the bending of the lower right corner of steel plate, on the on the left side streak on the both sides of crooked position and the right streak both sides of crooked position have the hole 1.24 of tightening up a screw, under the on the left side streak under the both sides of crooked position and the right streak both sides of crooked position have down screw hole 1.25.The described upper and lower side of stating left side streak 1.27 and the right streak 1.28 has circular arc to seamlessly transit in the knee.
Embodiment two is with embodiment one difference that referring to Fig. 2 described horizontal connection support 1.2 is laterally to connect support by the V-arrangement that steel plate is stamped to form.
Embodiment three is with embodiment one difference that referring to Fig. 3 and Fig. 4 be equipped with warming plate 5 between two chord member of truss 1.1 of described scalariform post 1, warming plate 5 is positioned at concrete pouring layer 3.
Referring to Fig. 3, between two chord member of truss 1.1, be provided with the square steel pipe 8 of a level along the foot of a wall, chord member of truss 1.1 is fixedlyed connected with square steel pipe 8, has buckled a few font fasteners 7 on the square steel pipe 8, and the both wings of a few font fasteners 7 are connected with basic fixed.
Referring to Fig. 4, Fig. 9, it is interior, also fixedly connected with it that the heel of described chord member of truss 1.1 injects boot-shaped suspension column 6, boot-shaped suspension column 6 is made up of a horizontal base 6.1 and two square steel pipes or the symmetry vertical channel-section steel 6.2 in opposite directions that are welded on the horizontal base, have connecting hole 6.3 on the horizontal base 6.1, have screw hole 6.4 on the vertical channel-section steel 6.2, the horizontal base of boot-shaped suspension column 6 is connected with basic fixed.
The job practices of the body of wall embodiment one of this lightweight steel construction:
The job practices of the body of wall embodiment three of this lightweight steel construction is compared with the job practices of embodiment one, in the described step 3, between two chord member of truss 1.1 of scalariform post 1 warming plate 5 is set earlier, and the fill concrete pouring layer 3 then.
Claims (8)
1. the body of wall of a lightweight steel construction, comprise light steel frame and concrete pouring layer (3), it is characterized in that: described light steel frame is formed by connecting by self-tapping screw by the vertical scalariform post (1) spaced apart and the non-dismantling formwork net (2) of scalariform post both sides, body of wall is inboard to be formed with the horizontal connection support (1.2) that is connected these two chord member of truss with two chord member of truss (1.1) in the outside described scalariform post (1) by laying respectively at, between the inboard of two non-dismantling formwork nets (2), be filled with concrete pouring layer (3) in the gap of light steel frame, cement sand bed (4) arranged in the outside of non-dismantling formwork net (2).
2. the body of wall of a kind of lightweight steel construction according to claim 1, it is characterized in that: be equipped with warming plate (5) between two chord member of truss (1.1) of described scalariform post (1), warming plate (5) is positioned at concrete pouring layer (3).
3. the body of wall of a kind of lightweight steel construction according to claim 1 and 2, it is characterized in that: the square steel pipe (8) that between two chord member of truss (1.1), is provided with a level along the foot of a wall, chord member of truss (1.1) is fixedlyed connected with square steel pipe (8), buckled a few font fasteners (7) on the square steel pipe (8), the both wings of a few font fasteners (7) are connected with basic fixed.
4. the body of wall of a kind of lightweight steel construction according to claim 1 and 2, it is characterized in that: it is interior, also fixedly connected with it that the heel of described chord member of truss (1.1) injects boot-shaped suspension column (6), boot-shaped suspension column (6) is made up of a horizontal base (6.1) and two square steel pipes or the symmetry vertical channel-section steel (6.2) in opposite directions that are welded on the horizontal base, have connecting hole (6.3) on the horizontal base (6.1), have screw hole (6.4) on the vertical channel-section steel (6.2), the horizontal base of boot-shaped suspension column (6) is connected with basic fixed.
5. the body of wall of a kind of lightweight steel construction according to claim 1 and 2 is characterized in that: described horizontal connection support (1.2) is laterally to connect support or plate-like transverse connects support by the V-arrangement that steel plate is stamped to form.
6. the body of wall of a kind of lightweight steel construction according to claim 5, it is characterized in that: it is to be stamped to form by steel plate that described plate-like transverse connects support, the upper edge interposition of steel plate is equipped with circular arc cutaway (1.21), the lower edge interposition of steel plate is equipped with down circular arc cutaway (1.22), a steel plate left side, the centre on right both sides is spill, and the edge of spill has perpendicular to the plate face, and to the edge of a wing of steel plate back side bending flange (1.23), the front of steel plate, be distributed with at least one streak from top to bottom to the protruding drum of the positive circular arc of steel plate, have the hole of tightening up a screw (1.24) in the both sides on streak top, have screw hole (1.25) down in the both sides of streak bottom.
7. the body of wall of a kind of lightweight steel construction according to claim 6, it is characterized in that: the front of described steel plate, be distributed with three streaks from top to bottom to the protruding drum of the positive circular arc of steel plate, wherein, middle streak (1.26) is a vertical bar, about two streak symmetries, the upper end of left side streak (1.27) is to the bending of the upper left corner of steel plate, the lower end is to the bending of the lower left corner of steel plate, the upper end of the right streak (1.28) is to the bending of the upper right corner of steel plate, the lower end is to the bending of the lower right corner of steel plate, on the on the left side streak on the both sides of crooked position and the right streak both sides of crooked position have the hole of tightening up a screw (1.24), under the on the left side streak under the both sides of crooked position and the right streak both sides of crooked position have down screw hole (1.25).
8. the body of wall of a kind of lightweight steel construction according to claim 7, it is characterized in that: the upper and lower side of described left side streak (1.27) and the right streak (1.28) has circular arc to seamlessly transit in the knee.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203039258U CN201581522U (en) | 2009-06-02 | 2009-06-02 | Wall body with light steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203039258U CN201581522U (en) | 2009-06-02 | 2009-06-02 | Wall body with light steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201581522U true CN201581522U (en) | 2010-09-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203039258U Expired - Fee Related CN201581522U (en) | 2009-06-02 | 2009-06-02 | Wall body with light steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201581522U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162278A (en) * | 2011-01-24 | 2011-08-24 | 姜志勇 | Light steel structure building system |
| CN102251603A (en) * | 2011-05-06 | 2011-11-23 | 骆东伟 | Building member combining keel frame assembly and heat insulation plate |
| CN102605953A (en) * | 2012-02-28 | 2012-07-25 | 中核能源科技有限公司 | Construction method for steel-framework concrete wall of primary loop cabin of high temperature gas cooled reactor |
| CN102605879A (en) * | 2012-03-28 | 2012-07-25 | 黑龙江高格建材科技股份有限公司 | Lightweight, energy-saving and thermal-insulation composite wall |
| CN102787683A (en) * | 2011-05-16 | 2012-11-21 | 北京京诚华宇建筑设计研究院有限公司 | Novel reinforced composite wall body of detachable template |
| CN104032895A (en) * | 2014-04-12 | 2014-09-10 | 北京工业大学 | Disassembly-free high-performance cement mortar template heat-preservation recycled concrete L-shaped column and manufacturing method |
| CN104775552A (en) * | 2015-04-14 | 2015-07-15 | 安东 | Structural wall and construction method thereof |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105696734A (en) * | 2016-03-28 | 2016-06-22 | 余德平 | Heat-retaining heat-insulating fireproof ratproof assembled composite wall for modern henhouse building |
| CN105863117A (en) * | 2016-05-27 | 2016-08-17 | 武汉悉道建筑科技有限公司 | Sprayed-light-concrete and light-steel wall body and construction method thereof |
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
| CN109653403A (en) * | 2019-01-15 | 2019-04-19 | 中国五冶集团有限公司 | Column plate concrete combined type shear wall and its construction method |
-
2009
- 2009-06-02 CN CN2009203039258U patent/CN201581522U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162278A (en) * | 2011-01-24 | 2011-08-24 | 姜志勇 | Light steel structure building system |
| CN102251603A (en) * | 2011-05-06 | 2011-11-23 | 骆东伟 | Building member combining keel frame assembly and heat insulation plate |
| CN102251603B (en) * | 2011-05-06 | 2013-07-17 | 骆东伟 | Building member combining keel frame assembly and heat insulation plate |
| CN102787683A (en) * | 2011-05-16 | 2012-11-21 | 北京京诚华宇建筑设计研究院有限公司 | Novel reinforced composite wall body of detachable template |
| CN102605953A (en) * | 2012-02-28 | 2012-07-25 | 中核能源科技有限公司 | Construction method for steel-framework concrete wall of primary loop cabin of high temperature gas cooled reactor |
| CN102605953B (en) * | 2012-02-28 | 2013-02-13 | 中核能源科技有限公司 | Construction method for steel-framework concrete wall of primary loop cabin of high temperature gas cooled reactor |
| CN102605879A (en) * | 2012-03-28 | 2012-07-25 | 黑龙江高格建材科技股份有限公司 | Lightweight, energy-saving and thermal-insulation composite wall |
| CN102605879B (en) * | 2012-03-28 | 2014-01-01 | 黑龙江高格建材科技股份有限公司 | Lightweight, energy-saving and thermal-insulation composite wall |
| CN104032895A (en) * | 2014-04-12 | 2014-09-10 | 北京工业大学 | Disassembly-free high-performance cement mortar template heat-preservation recycled concrete L-shaped column and manufacturing method |
| CN104775552A (en) * | 2015-04-14 | 2015-07-15 | 安东 | Structural wall and construction method thereof |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105696734A (en) * | 2016-03-28 | 2016-06-22 | 余德平 | Heat-retaining heat-insulating fireproof ratproof assembled composite wall for modern henhouse building |
| CN105696734B (en) * | 2016-03-28 | 2017-11-21 | 余德平 | A kind of modern hen house insulation fire prevention protection against rodents assembled combined wall for building |
| CN105863117A (en) * | 2016-05-27 | 2016-08-17 | 武汉悉道建筑科技有限公司 | Sprayed-light-concrete and light-steel wall body and construction method thereof |
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
| CN109653403A (en) * | 2019-01-15 | 2019-04-19 | 中国五冶集团有限公司 | Column plate concrete combined type shear wall and its construction method |
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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: 20100915 Termination date: 20140602 |