CN101608479A - A kind of shock-resistant light-weight wall material - Google Patents
A kind of shock-resistant light-weight wall material Download PDFInfo
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- CN101608479A CN101608479A CNA2009100947284A CN200910094728A CN101608479A CN 101608479 A CN101608479 A CN 101608479A CN A2009100947284 A CNA2009100947284 A CN A2009100947284A CN 200910094728 A CN200910094728 A CN 200910094728A CN 101608479 A CN101608479 A CN 101608479A
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Abstract
A kind of shock-resistant light-weight wall material.The present invention relates to a kind of construction wall, particularly a kind of light composite wall.This body of wall is the vertical polystyrene bar that broad ways is embedded with a series of intervals in concrete body of wall, between the polystyrene bar, be embedded with a series of vertical metal construction muscle, on the structure muscle, be connected with the metal reinforcing of a series of levels, be provided with the metal aperture web plate in the both sides of polystyrene bar.The present invention is simple in structure, and is in light weight, and the intensity height is energy-conservation, and environmental protection has the advantage of sound insulation, heat insulation, waterproof, fire prevention, special antidetonation.
Description
Technical field
The present invention relates to a kind of construction wall, particularly a kind of novel light combined wall.
Background technology
The construction wall in past adopts clay tile wall for many years, and it will damage a large amount of arable lands in process of production, consumes heat energy, discharging waste gas, floor space is big, and the sound insulation of loam brick, heat insulation, waterproof, fire prevention, poor seismic behavior, Heavy Weight, the length consuming time of building a wall is eliminated at present gradually.
The non-burning brick body of wall of hollow has appearred in breaking-up for fear of to ploughing in recent years, and it adopts clinker to mix compacting with cementing agent and forms, its weight ratio clay tile wall alleviates, sound insulation, heat-proof quality also improve than loam brick, but its waterproof, anti-seismic performance are still relatively poor, and it is bigger to take building area.The string inner wall panel of analog structure exists intensity difference, and chemical contamination is arranged, waterproof, the relatively poor deficiency of fireproof performance.
Summary of the invention
Technical problem to be solved by this invention provides novel a kind of shock-resistant light-weight wall material, and it is simple in structure, and is in light weight, and the intensity height is energy-conservation, and environmental protection has the advantage of sound insulation, heat insulation, waterproof, fire prevention, antidetonation.
Solving the scheme that technical problem of the present invention adopts is: broad ways is embedded with the vertical polystyrene bar at a series of intervals in concrete body of wall, between the polystyrene bar, be embedded with a series of vertical metal construction muscle, on the structure muscle, be connected with the metal reinforcing of a series of levels, be provided with the metal aperture web plate in the both sides of polystyrene bar.
Described metal aperture web plate adopts steel net plate or electrowelding net, and thickness is 1.5mm～3.0mm, aperture 2.5cm～5.0cm, hole back gauge 1.0cm～1.2cm (or steel wire diameter 1.0cm～1.2cm); The diameter of structure muscle is 8mm～16mm, and spacing is 1.0m～1.5m; The reinforcing rib diameter is 6.5mm～8mm, and spacing is 0.6m～1.0m; Concrete adopts light ceramsite concrete (or similar composite architectural materials).
The thickness of wall body of this shock-resistant light-weight wall material is 9cm～15cm, the body of wall appearance is 10mm～17mm apart from the distance of metal aperture web plate, the structure muscle is provided with two along the thickness of wall body direction, the reinforcing rib of level is corresponding from both sides respectively fixedlys connected with the structure muscle, and two metal aperture web plates are fixedlyed connected with the structure muscle again.
During greater than 3m, the structure muscle in the polystyrene bar slit connects into cage shape post with horizontal stirrup with rectangular arranged between the structure muscle at the body of wall width, and post muscle distance is 4cm～12cm, and horizontal stirrup spacing is 30cm～100cm.
The invention has the beneficial effects as follows:
(1) wall weight is light, and haydite concrete and polystyrene bar all have the lightweight characteristics, and its outer wall weight only is 1/6 of the outer body of wall of loam brick;
(2) intensity height, reasonably steel bar framework structure distribution and metal otter board combine with the embedding of haydite concrete, can improve the bulk strength of body of wall greatly, have higher shock strength and impact strength, the number of times test value of shock resistance can be brought up to more than 8 times, the bending resistance failure load is greater than 5.5 times of plate deadweight multiples, and hanging force is hung free from flaw around the district when 1600N;
(3) haydite concrete of body of wall and polystyrene all have good sound insulation, heat insulation, waterproof, fireproof performance, reduce more than 44～50 decibels as the comparable loam brick body of wall of soundproof effect;
(4) easy construction and efficient height on average improve 6 times～7 times of speed than building the non-burning brick body of wall of loam brick body of wall or hollow by laying bricks or stones, and efficient also can be higher when body of wall is machine-processed in advance, and convenient-laying electric power and water supply and draining pipe;
(5) it is about 15%～20% to reduce the building comprehensive cost, every 100M
2Building area can increase 7M
2～15M
2Usable floor area.
Do not damage the good farmland when (6) making, non-exhaust emission takes up little room.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the structural representation of cage columnar structure muscle of the present invention.
Each label is represented successively among the figure: haydite concrete 1, polystyrene bar 2, hole pattern plate 3, structure muscle 4, reinforcing rib 5, stirrup 6.
The specific embodiment
As shown in Figure 1; this body of wall adopts at present popular hollow haydite concrete 1 monoblock preparation (or similar lightweight composite architectural materials; as concrete such as slag, expanded perlite, vermiculites); broad ways is embedded with the vertical polystyrene bar 2 at a series of intervals in the haydite concrete body of wall of lightweight; between polystyrene bar 2, be embedded with a series of vertical metal construction muscle 4; on structure muscle 4, be connected with the metal reinforcing 5 of a series of levels, be provided with metal aperture web plate 3 in the both sides of polystyrene bar 2.Metal aperture web plate 3 adopts steel net plate, screen distance 2.5cm～5.0cm, steel wire diameter 1.0cm～1.2cm; The diameter of structure muscle 4 is 8mm～16mm, and spacing is 1.0m～1.5m; Reinforcing rib 5 diameters are 6.5mm～8mm, and spacing is 0.6m～1.0m.The thickness of wall body of this walling is 9cm～15cm; the body of wall appearance is 10mm～17mm apart from the distance of metal aperture web plate 3; structure muscle 4 is provided with two along the thickness of wall body direction; the reinforcing rib 5 of level is corresponding fixing with 3 welding of structure muscle from both sides respectively; two metal aperture web plates 3 are fixedlyed connected with structure muscle 4 again; during construction haydite concrete 1 is passed through the slit of existence in metal aperture web plate 3 and structure muscle 4, the reinforcing rib 5, filling is closely knit.When the body of wall width of combination during greater than 3m, for the intensity that guarantees that body of wall is enough, the structure muscle 4 that is provided with in polystyrene bar 2 slits is with rectangular arranged, see Fig. 2, connect into cage shape post with horizontal stirrup 6 between the structure muscle 4, the post muscle is apart from being 4cm～12cm, and horizontal stirrup 6 spacings are 30cm～100cm.
Claims (4)
1, a kind of shock-resistant light-weight wall material, it is characterized in that: broad ways is embedded with the vertical polystyrene bar at a series of intervals in concrete body of wall, between the polystyrene bar, be embedded with a series of vertical metal construction muscle, on the structure muscle, be connected with the metal reinforcing of a series of levels, be provided with the metal aperture web plate in the both sides of polystyrene bar.
2, by the described shock-resistant light-weight wall material of claim 1, it is characterized in that: the metal aperture web plate adopts steel net plate or electrowelding net, and thickness is 1.5mm～3.0mm, aperture 2.5cm～5.0cm, hole back gauge 1.0cm～1.2cm; The diameter of structure muscle is 8mm～16mm, and spacing is 1.0m～1.5m; The reinforcing rib diameter is 6.5mm～8mm, and spacing is 0.6m～1.0m; Concrete adopts light ceramsite concrete.
3, shock-resistant light-weight wall material according to claim 2, it is characterized in that: the thickness of body of wall is 9cm～15cm, the body of wall appearance is 10mm～17mm apart from the distance of metal aperture web plate, the structure muscle is provided with two along the thickness of wall body direction, the reinforcing rib of level is corresponding from both sides respectively fixedlys connected with the structure muscle, and two metal aperture web plates are fixedlyed connected with the structure muscle again.
4, shock-resistant light-weight wall material according to claim 3, it is characterized in that: the body of wall width is during greater than 3m, and the structure muscle in the polystyrene bar slit connects into cage shape post with horizontal stirrup with rectangular arranged between the structure muscle, the post muscle is apart from being 4cm～12cm, and horizontal stirrup spacing is 30cm～100cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100947284A CN101608479A (en) | 2009-07-14 | 2009-07-14 | A kind of shock-resistant light-weight wall material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100947284A CN101608479A (en) | 2009-07-14 | 2009-07-14 | A kind of shock-resistant light-weight wall material |
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| Publication Number | Publication Date |
|---|---|
| CN101608479A true CN101608479A (en) | 2009-12-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009100947284A Pending CN101608479A (en) | 2009-07-14 | 2009-07-14 | A kind of shock-resistant light-weight wall material |
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| CN (1) | CN101608479A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013507A (en) * | 2016-06-17 | 2016-10-12 | 长春工程学院 | Prefabricated concrete sandwich heat preservation board and EPS module combined wall |
-
2009
- 2009-07-14 CN CNA2009100947284A patent/CN101608479A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013507A (en) * | 2016-06-17 | 2016-10-12 | 长春工程学院 | Prefabricated concrete sandwich heat preservation board and EPS module combined wall |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20091223 |