CN204919968U - Ceramsite concrete metal rack light weight wallboard - Google Patents
Ceramsite concrete metal rack light weight wallboard Download PDFInfo
- Publication number
- CN204919968U CN204919968U CN201520583664.5U CN201520583664U CN204919968U CN 204919968 U CN204919968 U CN 204919968U CN 201520583664 U CN201520583664 U CN 201520583664U CN 204919968 U CN204919968 U CN 204919968U
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- China
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- plate body
- haydite concrete
- metal truss
- light trabs
- concrete metal
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Abstract
The utility model discloses a ceramsite concrete metal rack light weight wallboard relates to prefabricated concrete structure's in the architectural industrialization field prefabricated non -bearing wallboard, and the plate body is built cubicly by ceramsite concrete after evaporate and press maintenance and cutting shaping, sets up the space rack that is formed by horizontal drawknot muscle and both ends metal mesh fixed connection in the plate body, is equipped with positioning groove in plate body both sides. The utility model provides a present non -bearing wallboard quick -openning split, intensity is low and the high problem of water absorption rate, can realize that the batch production is prefabricated, the dead weight is light, and can realize the flexible coupling with the main part, can combat earthquake betterly, the construction is fast, the cost is low, energy -concerving and environment -protective, safe and reliable, the heat preservation of giving sound insulation are effectual.
Description
Technical field
The utility model relates to wallboard field, specifically a kind of haydite concrete metal truss Light trabs.
Background technology
From the beginning of this century by since all-round popularization " the real limit of taboo is sticky " policy, in traditional concrete structure, infilled wall adopts building block to instead of clay solid brick mostly, achieve certain resources conservation effect, construction weight is decrease to some degree also, but because infilled wall still belongs to masonry structure component, thus its globality is poor, still one of Typical Seismic Damage in earthquake such as the right-angled intersection shear crack of all previous earthquake centre devastatingly infilled wall, although take the seismic measuress such as ring beam and construction column, fundamentally do not solve the generation of this earthquake.On the other hand, collapse in order to avoid outer sudden strain of a muscle occurs infilled wall in earthquake, the connection measure must taking necessity between masonry filler wall and agent structure is all defined in existing each specification or code, as buried tension rib or paving reinforced mesh etc. underground, so must consider again the stiffness contribution of infilled wall to agent structure especially framework, increase geological process, scholar is had to propose the method for level of setting up in the work progress of blockwork and vertical flexible separating layer, effectively reduce the stiffness contribution of blockwork to chassis body, but too increase working procedure simultaneously, claim for eot, and traditional building construction difficult quality effectively ensures.Visible, as long as still adopt traditional on-the-spot building construction method, just there are two fundamental issues: the duration is longer, construction quality can not absolute guarantee, and then result in the anti-seismic performance impact of infilled wall on concrete main body structure and can not effectively solve at all.And concrete structure house adopts " manufacture " mode of prefabrication and assembly construction to represent the developing direction of a kind of advanced person of technical field of buildings.
Steelwire-mesh frame light-wt partition board structure is scientific and reasonable, and mechanical property is good, has not only been incubated but also sound-insulating and heat-insulating, popular in many countries of Europe, the United States.Rack sandwiched plate production equipment and technology introduce China in early 1980s, once cause a sensation at home.Country has worked out product standard for this reason, and application atlas is also published in various places, is used widely in construction work.Good luck is not long, and a large amount of manual plugging wire plate floods market, and has confused normal order, depreciation of demanding a lower price, and barbarous construction, finish coat generally ftractures, and has a strong impact on use, is even restricted in some places.
utility model contentthe purpose of this utility model is to provide a kind of haydite concrete metal truss Light trabs, to solve prior art Problems existing.
In order to achieve the above object, the technical scheme that the utility model adopts is:
A kind of haydite concrete metal truss Light trabs, it is characterized in that: comprise the plate body be made up of haydite concrete, be embedded with the space net rack be made up of wire lath and horizontal tension rib in plate body, plate body both sides are respectively equipped with detent.
Described a kind of haydite concrete metal truss Light trabs, is characterized in that: after described plate body is watered built up bulk by haydite concrete, then through steam press maintenance and machine cuts aftershaping.
Described a kind of haydite concrete metal truss Light trabs, is characterized in that: described plate body width is 600-900mm, and thickness is 90-250mm, and strength grade is not less than LC10, and unit weight is no more than 14kN/m
3.
Described a kind of haydite concrete metal truss Light trabs; it is characterized in that: in plate body, be embedded with the horizontal tension rib of upper and lower twice; wire lath is welded on and forms space net rack between horizontal tension rib up and down; wire lath and horizontal tension rib all adopt stainless steel wire or galvanized wire; and adopting unified specification, its diameter is 3-5mm.
Described a kind of haydite concrete metal truss Light trabs; it is characterized in that: described detent is arranged on the top and bottom portion of plate body both sides; detent length is the 1/4-1/3 of plate body side edge length, and the shape of detent is triangle or rectangle or trapezoidal or semicircle.
Compared with prior art, the beneficial effects of the utility model are:
(1) frame construction is filled partition wall and is adopted haydite concrete metal truss Light trabs, more easily can realize and the flexibly connecting of agent structure, not only effectively improve speed of application, and efficiently solve infilled wall to frame construction antidetonation adverse influence.
(2) haydite concrete metal truss Light trabs quality is better than site operation; complete in factory because produce; Mold Making precision is high; error is little; size is standard more; the installation of reinforcing bar location, casting and compacting of concrete, built-in fitting and hydroelectric line can be accomplished accurate; partition board upper and lower surface is nature matsurface; the operation such as contribute to wallboard joints and plaster; the problems such as effective solution wall body slit, infiltration, drum shell; avoid most building " common quality defect ", make construction quality be easier to control.
(3) wallboard adopts prefabrication, produces the impact not by time and weather; In-site installation, efficiency of construction improves, and reduce environment pollution, comprehensive benefit is remarkable simultaneously.
(4) shaping rear employing steam press maintenance built by wallboard, effectively can solve plate face drying shrinkage problem, and improve body of wall durability.
Accompanying drawing explanation
Fig. 1 is cross section structure schematic diagram of the present utility model.
Detailed description of the invention
Shown in Figure 1, a kind of haydite concrete metal truss Light trabs, comprises the plate body 1 be made up of haydite concrete, is embedded with the space net rack be made up of wire lath 2 and horizontal tension rib 3 in plate body 1, and plate body 1 both sides are respectively equipped with detent 4.
After plate body 1 is watered built up bulk by haydite concrete, then through steam press maintenance and machine cuts aftershaping.
Plate body 1 width is 600-900mm, and thickness is 90-250mm, and strength grade is not less than LC10, and unit weight is no more than 14kN/m
3.
Be embedded with the horizontal tension rib 3 of upper and lower twice in plate body 1, wire lath 2 is welded on and forms space net rack between horizontal tension rib 3 up and down, and wire lath 2 and horizontal tension rib 3 all adopt stainless steel wire or galvanized wire, and adopt unified specification, and its diameter is 3-5mm.
Detent 4 is arranged on the upper and lower end of plate body 1 both sides, and detent 4 length is the 1/4-1/3 of plate body 1 side edge length, and the shape of detent 4 is triangle or rectangle or trapezoidal or semicircle.
The utility model provides and a kind ofly can realize the prefabricated haydite concrete metal truss Light trabs of batch production; can effectively solve the problems such as the heat preserving heat insulating noise insulation of building; improve the proportion of industrialization and mechanization in building manufacture process, realize the comprehensive benefits such as construction simple, artificial minimizing, energy consumption reduction, cost reduction, duration shortening.
Claims (5)
1. a haydite concrete metal truss Light trabs, is characterized in that: comprise the plate body be made up of haydite concrete, and be embedded with the space net rack be made up of wire lath and horizontal tension rib in plate body, plate body both sides are respectively equipped with detent.
2. a kind of haydite concrete metal truss Light trabs according to claim 1, is characterized in that: after described plate body is watered built up bulk by haydite concrete, then through steam press maintenance and machine cuts aftershaping.
3. a kind of haydite concrete metal truss Light trabs according to claim 1, is characterized in that: described plate body width is 600-900mm, and thickness is 90-250mm, and strength grade is not less than LC10, and unit weight is no more than 14kN/m
3.
4. a kind of haydite concrete metal truss Light trabs according to claim 1; it is characterized in that: in plate body, be embedded with the horizontal tension rib of upper and lower twice; wire lath is welded on and forms space net rack between horizontal tension rib up and down; wire lath and horizontal tension rib all adopt stainless steel wire or galvanized wire; and adopting unified specification, its diameter is 3-5mm.
5. a kind of haydite concrete metal truss Light trabs according to claim 1; it is characterized in that: described detent is arranged on the top and bottom of plate body both sides; detent length is the 1/4-1/3 of plate body side edge length, and the shape of detent is triangle or rectangle or trapezoidal or semicircle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520583664.5U CN204919968U (en) | 2015-08-05 | 2015-08-05 | Ceramsite concrete metal rack light weight wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520583664.5U CN204919968U (en) | 2015-08-05 | 2015-08-05 | Ceramsite concrete metal rack light weight wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919968U true CN204919968U (en) | 2015-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520583664.5U Expired - Fee Related CN204919968U (en) | 2015-08-05 | 2015-08-05 | Ceramsite concrete metal rack light weight wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919968U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003020A (en) * | 2015-08-05 | 2015-10-28 | 合肥工业大学 | Ceramsite concrete metal net rack light wallboard and splicing structure thereof |
| CN105804312A (en) * | 2016-05-13 | 2016-07-27 | 吉林市柏源钢结构彩色钢板有限责任公司 | Light-weight wall |
| CN110439175A (en) * | 2019-08-19 | 2019-11-12 | 苏道远 | Ceramsite Concrete plate and its processing method with shear-resistant membrane shell structure |
-
2015
- 2015-08-05 CN CN201520583664.5U patent/CN204919968U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003020A (en) * | 2015-08-05 | 2015-10-28 | 合肥工业大学 | Ceramsite concrete metal net rack light wallboard and splicing structure thereof |
| CN105804312A (en) * | 2016-05-13 | 2016-07-27 | 吉林市柏源钢结构彩色钢板有限责任公司 | Light-weight wall |
| CN110439175A (en) * | 2019-08-19 | 2019-11-12 | 苏道远 | Ceramsite Concrete plate and its processing method with shear-resistant membrane shell structure |
| CN110439175B (en) * | 2019-08-19 | 2021-11-23 | 苏道远 | Ceramsite concrete plate with skin effect shell structure and processing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151230 Termination date: 20160805 |