CN102251604A - Steel-mesh separation wall - Google Patents
Steel-mesh separation wall Download PDFInfo
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- CN102251604A CN102251604A CN2011101388171A CN201110138817A CN102251604A CN 102251604 A CN102251604 A CN 102251604A CN 2011101388171 A CN2011101388171 A CN 2011101388171A CN 201110138817 A CN201110138817 A CN 201110138817A CN 102251604 A CN102251604 A CN 102251604A
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Abstract
The invention discloses a steel-mesh separation wall and relates to a wall body for a building, in particular to integral seismic resistant wall bodies inside and outside the building. The steel-mesh separation wall comprises construction columns and one or more mesh pieces; the mesh pieces are connected to form a whole by using the construction columns; steel mesh surfaces and frameworks form the mesh pieces; foam concrete is arranged in the mesh pieces; the steel mesh surfaces are positioned on the outer surfaces of the frameworks; stressed surface ribs, stressed ribs and support frames form the frameworks; the support frames are of a continuous W shape; the top ends of the W shape are inwards concaved; the mutually-parallel stressed ribs are respectively positioned in the inner concaves of the continuous W shape and are fixedly connected with the support frames; the stressed surface ribs are mutually perpendicular to the stressed ribs; one side of each stressed surface rib is fixedly connected with the corresponding steel mesh surface; and the other side of each stressed surface rib is fixedly connected with the corresponding stressed rib. The stell-mesh separation wall disclosed by the invention has the advantages of convenience for mounting, simpleness for construction and strong seismic resistant capability.
Description
Technical field
The present invention relates to a kind of body of wall of building, particularly the inside and outside whole antidetonation body of wall of building.
Background technology
Chinese patent application number is that 200820081716.9 patent of invention discloses a kind of steel grid wall, this invention is made of wall panel element and cloudy post, wall panel element is made up of mesh flake, horizontal bar, vertical muscle, W shaped steel muscle, two frameworks that are welded into by orthogonal horizontal bar and vertical muscle, its outer mesh flake that is coated with respectively, the surrounding of two slice graticule sheets butts up against around the framework, is fixedly connected with W shaped steel muscle in the interlayer between two frameworks, and W shaped steel muscle is arranged in parallel along same direction.But this technical scheme is in the carrying and installation process, and horizontal bar, vertical muscle come off in the process of welding easily, and distortion makes the construction and installation quality lack of standardization.
Summary of the invention
Purpose of the present invention is intended to overcome the defective of prior art, and steel mesh partition wall easy for installation, that construction is simple, seismic force is strong is provided.
Steel mesh partition wall of the present invention, constitute by constructional column and a slice or the net sheet more than a slice, fuse by constructional column between the net sheet, steel mesh face and framework constitute the net sheet, foam concrete is arranged in the middle of the net sheet, the steel mesh face is positioned at frame outer, stressed gluten, principal rod and bracing frame constitute framework, bracing frame is continuous W shape, on the top of W shape indent is arranged, and the principal rod that is parallel to each other lays respectively in the indent on the continuous W shape, and fixedly connected with bracing frame, stressed gluten is vertical mutually with principal rod, and a side of stressed gluten is fixedlyed connected with the steel mesh face, and opposite side is fixedlyed connected with principal rod.
Described indent height is stressed gluten and principal rod diameter sum.Described framework inside is connected with reinforcing rib at principal rod and stressed gluten intersection point place.
Fuse by keeper between net sheet and the constructional column, keeper is a U type structure, and two legs of keeper slope inwardly, with the horizontal sextant angle of keeper less than 90 degree, in the central authorities of keeper indent is arranged.
The mounting method of steel mesh partition wall of the present invention, its step is as follows:
A. use the reinforcing bar welding machine of mesh with reinforcement fabrication net sheet;
B. fix with keeper between constructional column, net sheet and the net sheet;
C. with slurry filling machine concrete is injected in the constructional column, fill up after the vibrations;
D. fill up the back metope with pulp shooting machine whole wall whitewash, is whitewashed floating, through at least 4 to 5 days after dried, again with slurry filling machine with foam concrete inject the net sheet hollow in;
E. through foaming, become poroidly, promptly install behind the coagulation forming.
Described foam concrete is polyurethane foam, any one in polystyrene foam, gas concrete and the fibrous concrete.
Can being linked into an integrated entity by constructional column by a slice or the net sheet more than a slice according to the actual needs of job site of steel mesh partition wall of the present invention constitutes, fuse by keeper between net sheet and the constructional column, keeper is a U type structure, two legs of keeper slope inwardly, make whole keeper have certain arc, two legs that tilt have certain elasticity, they block the steel mesh face on the net sheet respectively, the indent of the central authorities of keeper then is stuck on the constructional column reinforcing bar, make the constructional column can not left and right sidesing shifting, thereby under not by the situation of any instrument, also can install.The W shape of bracing frame for connecting has indent at the top of W shape sharp corner, and many principal rods are parallel to each other, and lay respectively in the indent and with the indent welding, when welding principal rod and bracing frame, principal rod is stressed more even in indent, can welding quality and speed of welding have not been improved in the landing of when welding; Be welded with stressed gluten in the outside of principal rod, many equalitys of stressed gluten are also vertical mutually with principal rod, form crisscross framework, locate by the square empty shape width of bracing frame support frame between the framework, in framework inside, stressed gluten has reinforcing rib to be connected with the principal rod infall, and reinforcing rib is straight reinforcing bar, during this foam concrete that helps having in the framework in pouring, foam mixes earth can easily fill up inside of frame; The height of indent is stressed gluten and principal rod height sum, makes the steel mesh face that is connected on bracing frame and the stressed gluten of continuous W shape flush, and has strengthened the stressed uniformity of steel mesh partition wall.Steel mesh partition wall of the present invention have antidetonation, solid, from heavy and light, sound insulation, fire prevention, waterproof, anticracking, good environmental protection, thermal and insulating performance is good, the industrialization degree height, construction is fast, body of wall is thin, the intensity height.Do not need more fasteners, construction formwork, reach the characteristics of solid wall plate, greatly reduce cost.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is a net chip architecture schematic diagram of the present invention.
Fig. 3 is net sheet and constructional column structural representation.
Fig. 4 is the keeper structural representation.
Among the figure, 1-constructional column, 2-net sheet, 3-steel mesh face, the stressed gluten of 4-, 5-principal rod, 6-bracing frame, 7-keeper.
The specific embodiment
The present invention will be further described below in conjunction with accompanying drawing, but be not limited to embodiment.
Embodiment 1
As shown in Figure 1, steel mesh partition wall of the present invention, constitute by constructional column 1 and a slice or the net sheet 2 more than a slice, fuse by keeper 7 between net sheet 2 and the constructional column 1, keeper 7 is a U type structure, two legs of keeper 7 slope inwardly, spend less than 90 with the horizontal sextant angle of keeper 7, there is indent in central authorities at keeper 7, fuse by constructional column 1 between the net sheet 2, steel mesh face 3 and framework constitute net sheet 2, foam concrete is arranged in the middle of net sheet 2, steel mesh face 3 is positioned at frame outer, stressed gluten 4, principal rod 5 and bracing frame 6 constitute framework, bracing frame 6 is continuous W shape, there is indent on top W shape, the principal rod 5 that is parallel to each other lays respectively in the indent on the continuous W shape, and fixedly connected with bracing frame 6, the indent height is stressed gluten 4 and principal rod 5 diameter sums, stressed gluten 4 is vertical mutually with principal rod 5, and a side of stressed gluten 4 is fixedlyed connected with steel mesh face 3, and opposite side is fixedlyed connected with principal rod 5, in framework inside, be connected with reinforcing rib at principal rod 5 and stressed gluten 4 intersection point places.
Embodiment 2
A kind of mounting method as embodiment 1 described steel mesh partition wall, its step is as follows:
A. use the reinforcing bar welding machine of mesh with reinforcement fabrication net sheet;
B. fix with keeper between constructional column, net sheet and the net sheet;
C. with slurry filling machine concrete is injected in the constructional column, fill up after the vibrations;
D. fill up the back metope with pulp shooting machine to whole wall whitewash, whitewash, floating, through at least 4 to 5 days after dried, again with slurry filling machine with foam concrete inject the net sheet hollow in;
E. through foaming, become poroidly, promptly install behind the coagulation forming.
Described foam concrete is polyurethane foam, any one in polystyrene foam, gas concrete and the fibrous concrete.
Claims (5)
1. steel mesh partition wall, constitute by constructional column and a slice or the net sheet more than a slice, it is characterized in that, fuse by constructional column between the net sheet, steel mesh face and framework constitute the net sheet, foam concrete is arranged in the middle of the net sheet, the steel mesh face is positioned at frame outer, stressed gluten, principal rod and bracing frame constitute framework, and bracing frame is continuous W shape, there is indent on top W shape, the principal rod that is parallel to each other lays respectively in the indent on the continuous W shape, and fixedlys connected with bracing frame, and stressed gluten is vertical mutually with principal rod, one side of stressed gluten is fixedlyed connected with the steel mesh face, and opposite side is fixedlyed connected with principal rod.
2. steel mesh partition wall according to claim 1 is characterized in that, described indent height is stressed gluten and principal rod diameter sum.
3. steel mesh partition wall according to claim 1 is characterized in that, exterior wall in the described framework is connected with reinforcing rib at principal rod and stressed gluten intersection point place.
4. steel mesh partition wall according to claim 1 is characterized in that, fuses by keeper between net sheet and the constructional column, keeper is a U type structure, two legs of keeper slope inwardly, with the horizontal sextant angle of keeper less than 90 degree, in the central authorities of keeper indent is arranged.
5. steel mesh partition wall according to claim 1 is characterized in that, described foam concrete is polyurethane foam, any one in polystyrene foam, gas concrete and the fibrous concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110138817 CN102251604B (en) | 2011-05-26 | 2011-05-26 | Steel-mesh separation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110138817 CN102251604B (en) | 2011-05-26 | 2011-05-26 | Steel-mesh separation wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102251604A true CN102251604A (en) | 2011-11-23 |
| CN102251604B CN102251604B (en) | 2013-09-04 |
Family
ID=44979146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110138817 Expired - Fee Related CN102251604B (en) | 2011-05-26 | 2011-05-26 | Steel-mesh separation wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN102251604B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453021A (en) * | 2014-12-18 | 2015-03-25 | 王海葳 | Wall formed by pouring steel reticular bodies and foam cement |
| CN104481059A (en) * | 2014-12-18 | 2015-04-01 | 王海葳 | Machine-made steel mesh and light-weight inorganic matter combination self-heat-insulation wall plate |
| CN104499610A (en) * | 2014-12-18 | 2015-04-08 | 王本淼 | Lightweight fireproof insulation wall |
| CN104499637A (en) * | 2014-12-18 | 2015-04-08 | 王海葳 | Self-heat-preservation wall board and production method thereof |
| CN104499636A (en) * | 2014-12-18 | 2015-04-08 | 王本淼 | Self-heat-preservation wall board cast by machine-manufactured steel meshed body and light inorganic matter in place |
| CN104533008A (en) * | 2014-12-18 | 2015-04-22 | 王本淼 | Heat insulating wallboard formed by casting foam cement into machine-made steel net-like body |
| CN104563341A (en) * | 2014-12-18 | 2015-04-29 | 王本淼 | Light-weight fireproof heat insulation wall body and manufacturing method thereof |
| CN104674995A (en) * | 2015-02-13 | 2015-06-03 | 王本淼 | Steel meshed body for building energy-saving integration |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4418463A (en) * | 1980-05-19 | 1983-12-06 | Ogden Structural Products, Inc. | Method of fabricating a composite structure of concrete and steel metwork |
| CN2116729U (en) * | 1992-03-14 | 1992-09-23 | 田敬森 | Light wall sheet |
| CN2245632Y (en) * | 1995-12-04 | 1997-01-22 | 尹得甫 | Light thermal insulation fireproof sandwich wall plate |
| CN2505539Y (en) * | 2001-09-21 | 2002-08-14 | 刘省 | Wire mesh frame filled trabs |
| CN201268895Y (en) * | 2008-09-26 | 2009-07-08 | 云南德政塑业科技有限公司 | Steel gridding wall |
| CN202081528U (en) * | 2011-05-26 | 2011-12-21 | 刘德政 | Steel mesh partition wall |
-
2011
- 2011-05-26 CN CN 201110138817 patent/CN102251604B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4418463A (en) * | 1980-05-19 | 1983-12-06 | Ogden Structural Products, Inc. | Method of fabricating a composite structure of concrete and steel metwork |
| CN2116729U (en) * | 1992-03-14 | 1992-09-23 | 田敬森 | Light wall sheet |
| CN2245632Y (en) * | 1995-12-04 | 1997-01-22 | 尹得甫 | Light thermal insulation fireproof sandwich wall plate |
| CN2505539Y (en) * | 2001-09-21 | 2002-08-14 | 刘省 | Wire mesh frame filled trabs |
| CN201268895Y (en) * | 2008-09-26 | 2009-07-08 | 云南德政塑业科技有限公司 | Steel gridding wall |
| CN202081528U (en) * | 2011-05-26 | 2011-12-21 | 刘德政 | Steel mesh partition wall |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453021A (en) * | 2014-12-18 | 2015-03-25 | 王海葳 | Wall formed by pouring steel reticular bodies and foam cement |
| CN104481059A (en) * | 2014-12-18 | 2015-04-01 | 王海葳 | Machine-made steel mesh and light-weight inorganic matter combination self-heat-insulation wall plate |
| CN104499610A (en) * | 2014-12-18 | 2015-04-08 | 王本淼 | Lightweight fireproof insulation wall |
| CN104499637A (en) * | 2014-12-18 | 2015-04-08 | 王海葳 | Self-heat-preservation wall board and production method thereof |
| CN104499636A (en) * | 2014-12-18 | 2015-04-08 | 王本淼 | Self-heat-preservation wall board cast by machine-manufactured steel meshed body and light inorganic matter in place |
| CN104533008A (en) * | 2014-12-18 | 2015-04-22 | 王本淼 | Heat insulating wallboard formed by casting foam cement into machine-made steel net-like body |
| CN104563341A (en) * | 2014-12-18 | 2015-04-29 | 王本淼 | Light-weight fireproof heat insulation wall body and manufacturing method thereof |
| CN104674995A (en) * | 2015-02-13 | 2015-06-03 | 王本淼 | Steel meshed body for building energy-saving integration |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102251604B (en) | 2013-09-04 |
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Granted publication date: 20130904 Termination date: 20140526 |