CN201581522U - Wall body with light steel structure - Google Patents

Wall body with light steel structure Download PDF

Info

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
Authority
CN
China
Prior art keywords
streak
steel
steel plate
sides
plate
Prior art date
Application number
CN2009203039258U
Other languages
Chinese (zh)
Inventor
王小平
丛玉臣
Original Assignee
筑巢(北京)科技有限公司
北京别一阁钢结构科技开发有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 筑巢(北京)科技有限公司, 北京别一阁钢结构科技开发有限公司 filed Critical 筑巢(北京)科技有限公司
Priority to CN2009203039258U priority Critical patent/CN201581522U/en
Application granted granted Critical
Publication of CN201581522U publication Critical patent/CN201581522U/en

Links

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

A kind of body of wall of lightweight steel construction
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:
Step 1, scalariform post 1 is installed on the basis.
Step 2, connect non-dismantling formwork net 2 by self-tapping screw in scalariform post 1 both sides.
Step 3, between non-dismantling formwork net 2 fill concrete pouring layer 3.
Step 4, the mortar of cementing in non-dismantling formwork net 2 outsides form cement sand bed 4.
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.
CN2009203039258U 2009-06-02 2009-06-02 Wall body with light steel structure CN201581522U (en)

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

Family

ID=42723520

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009203039258U 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 (10)

* Cited by examiner, † Cited by third party
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

Cited By (14)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN103015565B (en) Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN101974956B (en) Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
CN101845852B (en) Light-steel light-concrete structural system and construction method thereof
CN103104094B (en) Construction method of lattice light-gauge steel house
CN203393894U (en) Thin-wall profile steel compounded external wallboard
CN103046665B (en) Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof
CN103821276B (en) A kind of assembled, modular architectural system
JP2009537710A (en) Assembled partition structure
CN101245618A (en) Two-side-connection combined steel plate shearing force wall
CN104652668B (en) Armored integrated wall and construction method thereof
WO2007109965A1 (en) A binding compound insulating exterior wall with a support
CN102587693A (en) Two-storey modular villa building and construction method thereof
CN202017346U (en) Late poured band hanging formwork structure
CN102155059A (en) Multi-row hole thermal insulation building block reinforcing bar masonry wall system
CN202519869U (en) Hollow lightweight partition board with lateral connecting ribs
CN201245907Y (en) Heat preservation heat insulating concrete module structure
CN201241404Y (en) Reinforced concrete external casting built-in heat preservation heat insulation wall
CN104929290B (en) Large-span steel-reinforced concrete orthogonal-diagonal lattice hollow floor system and preparation method thereof
CN205712591U (en) A kind of assembled steel-concrete frame shear wall building system
CN204326299U (en) The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened
CN205348566U (en) Compound close rib with filling concrete slabs
CN104179250B (en) Light-board house system and construction method thereof
CN202706258U (en) Fully-assembled detachable concrete wallboard
CN105275089B (en) A kind of complete prefabricated cold formed steel house modular unit and assembly connection method
CN207878747U (en) A kind of laminated floor slab prefabricated board

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100915

Termination date: 20140602

C17 Cessation of patent right