CN105003020A - Ceramsite concrete metal net rack light wallboard and splicing structure thereof - Google Patents
Ceramsite concrete metal net rack light wallboard and splicing structure thereof Download PDFInfo
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- CN105003020A CN105003020A CN201510475097.6A CN201510475097A CN105003020A CN 105003020 A CN105003020 A CN 105003020A CN 201510475097 A CN201510475097 A CN 201510475097A CN 105003020 A CN105003020 A CN 105003020A
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- plate body
- haydite concrete
- light trabs
- metal truss
- concrete metal
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Abstract
The invention discloses a ceramsite concrete metal net rack light wallboard and a splicing structure thereof and relates to a prefabricated non-bearing wallboard of an assembly concrete structure in the field of architectural industrialization. A board body is formed by conducting autoclaved curing and cutting forming on ceramsite concrete after the ceramsite concrete is poured into blocks. A space net rack formed by fixedly connecting transverse tie bars and metal nets at the two ends is arranged in the board body. Positioning grooves are formed in the two sides of the board body. The ceramsite concrete metal net rack light wallboard solves the problems that an existing non-bearing wallboard is prone to cracking, low in strength and high in water absorption, can be prefabricated in a factory, is low in dead weight, can be in flexible connection with a body and well resist earthquakes, and is high in construction speed, low in manufacturing cost, capable of saving energy, environmentally friendly, safe, reliable and good in sound insulation and heat preservation effect.
Description
Technical field
The present invention relates to wallboard field, specifically a kind of haydite concrete metal truss Light trabs and splicing construction thereof.
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.
summary of the inventionthe object of this invention is to provide a kind of haydite concrete metal truss Light trabs and splicing construction thereof, to solve prior art Problems existing.
In order to achieve the above object, the technical solution adopted in the present invention 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.
A kind of splicing construction of haydite concrete metal truss Light trabs; it is characterized in that: multistage plate body is spliced into one by side successively by end to end mode; grouting is perfused with in the slotted eye formed after the detent splicing of adjacent plate body; imbed joint bar in grouting, adjacent plate body piece has been pasted with grid cloth.
The splicing construction of described a kind of haydite concrete metal truss Light trabs, is characterized in that: described joint bar is positioned at the Liang Tizhong of agent structure, can adopt reserved steel bar or rear bar planting.
The splicing construction of described a kind of haydite concrete metal truss Light trabs, is characterized in that: in the slotted eye that described grouting forms after adopting slip casing by pressure mode bonding mucilage to be poured into the detent splicing of adjacent plate body.
The splicing construction of described a kind of haydite concrete metal truss Light trabs, is characterized in that: described grid cloth adopts alkali resistant grid cloth, and width is 100-150mm.
Compared with prior art, the invention has the beneficial effects as follows:
(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 invention.
Fig. 2 is splicing construction schematic diagram of the present invention.
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 top and bottom portion 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.
A kind of splicing construction of haydite concrete metal truss Light trabs; multistage plate body 1 is spliced into one by side successively by end to end mode; the detent 4 of adjacent plate body 1 splices in the slotted eye of rear composition and is perfused with grouting 6; imbed joint bar 5 in grouting 6, adjacent plate body 1 piece has been pasted with grid cloth 7.
Joint bar 5 is positioned at the Liang Tizhong of agent structure, can adopt reserved steel bar or rear bar planting.The beam body of agent structure refers to the beam of supporting wall plate, may be Vierendeel girder, may be secondary beam, may be coupling beam.
The detent 4 that grouting 6 adopts slip casing by pressure mode bonding mucilage to be poured into adjacent plate body 1 splices in the slotted eye of rear composition.
Grid cloth 7 adopts alkali resistant grid cloth, and width is 100-150mm.
The invention provides and a kind ofly can realize the prefabricated haydite concrete metal truss Light trabs of batch production and splicing construction thereof; 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 (9)
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.
6. the splicing construction of a haydite concrete metal truss Light trabs; it is characterized in that: multistage plate body is spliced into one by side successively by end to end mode; grouting is perfused with in the slotted eye formed after the detent splicing of adjacent plate body; imbed joint bar in grouting, adjacent plate body piece has been pasted with grid cloth.
7. the splicing construction of a kind of haydite concrete metal truss Light trabs according to claim 6, is characterized in that: described joint bar is positioned at the Liang Tizhong of agent structure, can adopt reserved steel bar or rear bar planting.
8. the splicing construction of a kind of haydite concrete metal truss Light trabs according to claim 6, is characterized in that: in the slotted eye that described grouting forms after adopting slip casing by pressure mode bonding mucilage to be poured into the detent splicing of adjacent plate body.
9. the splicing construction of a kind of haydite concrete metal truss Light trabs according to claim 6, is characterized in that: described grid cloth adopts alkali resistant grid cloth, and width is 100-150mm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510475097.6A CN105003020A (en) | 2015-08-05 | 2015-08-05 | Ceramsite concrete metal net rack light wallboard and splicing structure thereof |
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| CN201510475097.6A CN105003020A (en) | 2015-08-05 | 2015-08-05 | Ceramsite concrete metal net rack light wallboard and splicing structure thereof |
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| CN105003020A true CN105003020A (en) | 2015-10-28 |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350703A (en) * | 2015-11-30 | 2016-02-24 | 中国建筑股份有限公司 | Lightweight-aggregate cell-concrete large prefabricated externally-hung wallboard, manufacturing method thereof and installing method thereof |
| CN105672562A (en) * | 2016-03-31 | 2016-06-15 | 山东易通建材有限公司 | Autoclaved aerated concrete integral insulating wall board and production process thereof |
| CN105696744A (en) * | 2016-03-31 | 2016-06-22 | 山东易通建材有限公司 | Integral autoclaved aerated concrete wallboard and production process thereof |
| CN110295681A (en) * | 2019-03-14 | 2019-10-01 | 南京东垚环保材料有限公司 | The high-strength foam concrete filled-in panel external wall self-insulation system of precast light |
| CN111005496A (en) * | 2019-12-16 | 2020-04-14 | 武汉理工大学 | Decoration function integrated inner wallboard, inner wall structure and installation method of inner wall structure |
| CN112343244A (en) * | 2020-10-27 | 2021-02-09 | 江苏沪邦建材有限公司 | Energy-saving embedded light wallboard |
| CN112761284A (en) * | 2021-02-09 | 2021-05-07 | 宋建方 | Heat preservation of low coefficient of thermal conductivity of high strength exempts from to tear open template |
| CN113775214A (en) * | 2021-09-27 | 2021-12-10 | 深圳微子科技合伙企业(有限合伙) | Combined closed bin body |
| CN115306056A (en) * | 2022-08-25 | 2022-11-08 | 浙江力唯装饰设计工程有限公司 | Interior wall mounting structure |
| CN116065755A (en) * | 2023-01-18 | 2023-05-05 | 中建科工集团有限公司 | Light gypsum wallboard free of form removal and modified gypsum and manufacturing process and construction process thereof |
| CN118048993A (en) * | 2024-04-02 | 2024-05-17 | 山东华盛设计集团有限公司 | Assembled internal partition wall system |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350703A (en) * | 2015-11-30 | 2016-02-24 | 中国建筑股份有限公司 | Lightweight-aggregate cell-concrete large prefabricated externally-hung wallboard, manufacturing method thereof and installing method thereof |
| CN105672562A (en) * | 2016-03-31 | 2016-06-15 | 山东易通建材有限公司 | Autoclaved aerated concrete integral insulating wall board and production process thereof |
| CN105696744A (en) * | 2016-03-31 | 2016-06-22 | 山东易通建材有限公司 | Integral autoclaved aerated concrete wallboard and production process thereof |
| CN105696744B (en) * | 2016-03-31 | 2018-05-15 | 五莲县易通新型建材科技有限公司 | Steam-pressing aero-concrete integral wall and its production technology |
| CN110295681A (en) * | 2019-03-14 | 2019-10-01 | 南京东垚环保材料有限公司 | The high-strength foam concrete filled-in panel external wall self-insulation system of precast light |
| CN111005496A (en) * | 2019-12-16 | 2020-04-14 | 武汉理工大学 | Decoration function integrated inner wallboard, inner wall structure and installation method of inner wall structure |
| CN112343244A (en) * | 2020-10-27 | 2021-02-09 | 江苏沪邦建材有限公司 | Energy-saving embedded light wallboard |
| CN112761284A (en) * | 2021-02-09 | 2021-05-07 | 宋建方 | Heat preservation of low coefficient of thermal conductivity of high strength exempts from to tear open template |
| CN113775214A (en) * | 2021-09-27 | 2021-12-10 | 深圳微子科技合伙企业(有限合伙) | Combined closed bin body |
| CN113775214B (en) * | 2021-09-27 | 2023-07-14 | 深圳微子医疗有限公司 | Combined airtight bin body |
| CN115306056A (en) * | 2022-08-25 | 2022-11-08 | 浙江力唯装饰设计工程有限公司 | Interior wall mounting structure |
| CN115306056B (en) * | 2022-08-25 | 2024-06-04 | 浙江力唯装饰设计工程有限公司 | Interior wall mounting structure |
| CN116065755A (en) * | 2023-01-18 | 2023-05-05 | 中建科工集团有限公司 | Light gypsum wallboard free of form removal and modified gypsum and manufacturing process and construction process thereof |
| CN118048993A (en) * | 2024-04-02 | 2024-05-17 | 山东华盛设计集团有限公司 | Assembled internal partition wall system |
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Application publication date: 20151028 |
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