CN106401013B - A kind of production method of lightweight composite bearing wall - Google Patents
A kind of production method of lightweight composite bearing wall Download PDFInfo
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- CN106401013B CN106401013B CN201610818856.9A CN201610818856A CN106401013B CN 106401013 B CN106401013 B CN 106401013B CN 201610818856 A CN201610818856 A CN 201610818856A CN 106401013 B CN106401013 B CN 106401013B
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- bearing wall
- vertical confining
- confining part
- insulating board
- foam heat
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
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Abstract
A kind of production method of lightweight composite bearing wall, including coupling beam（9）With vertical confining part（8）The Edge Enhancement component of composition, it is characterized in that in two opposite vertical confining parts（8）In the connection reinforcing bar appeared of pre- buried strap（6）, and in same level, a vertical confining part（8）On appear close to vertical confining part（8）Inside, another opposite vertical confining part（8）On appear close to vertical confining part（8）Outside；Along two vertical confining parts（8）Between thickness direction centre, built-in foam heat-insulating board（2）Afterwards using injection stalk flyash pea gravel concreten（11）Aftershaping, then in the common pea gravel concreten of injection at Edge Enhancement component（10）, formed can independent bearing load load bearing wall.The load bearing wall has preferable lateral resistance behavior, and wall ductility is preferable, meets related request of the engineering to load bearing wall mechanical property.
Description
First, technical field
The present invention relates to it is a kind of using filled out in framework of steel reinforcement foam heat-insulating board, it is outer spray stalk flyash pea gravel concreten it is new
The production method of type lightweight composite bearing wall.It is particularly suitable for low layer and tier building structural system.
2nd, background technology
Along with the development tide of China's architectural industrialization, according to the design requirement of green building, in order to realize building production
The energy conservation and environmental protection theory of industry improves the national development planning of the recyclable efficiency of resource.For construction wall, need to pass
The construction wall production mounting technique of system is combined with architectural industrialization development model, special according to the technology that architectural industrialization develops
Point integrates various walls production mounting techniques, and the pollution that so as to mitigate architecture construction when generates environment, is to realize to industrial or agricultural
The utilization once again of waste, turns waste into wealth.It explores and straw and flyash, blast-furnace cinder etc. is manufactured into novel light
Composite lead-bearing wallboard will be a kind of beneficial exploration.
At present, there are many solid-walled structure form type, and principal mode is as follows：
In concrete shear wall structure system, a large amount of cast-in-place concrete shear wall structures are cut for frame and shear wall system
In house, technology is more mature at present.It is with prefabricated or half prefabricated panel for assembly concrete shear wall structure
For main member, through assembled in situ, the cast-in-place concrete structure formed in part.Build guality is high, speed of production is fast, protection ring
Border economizes on resources, and is mainly used in tall building structures system.But presently, there are materials'use it is single, from it is great, can not return
It receives, node connection complexity causes difficulty of construction big, and poor reliability, and integrality performance of the structure is poor, is difficult to realize the technologies such as strong ties
Problem.
Steel plate shear force wall is assembled by Edge Enhancement component and interior steel plate of filling out, and is connected similar to the affixed vertical cantilever in bottom end
Beam.Vertical edges component is equivalent to the edge of a wing, and embedded steel plate is equivalent to web, and horizontal edge component then can Approximate Equivalent for laterally
Ribbed stiffener is a kind of cost-effective lateral support system, is mainly used in tall building structures system.The wall is because of dead weight
Gently, the burden to basis is reduced, reduces foundation cost.It is usually relatively thin using steel plate thickness in Practical Project, it saves
Use space；Program is industrialized by prefabrication, in-site installation etc., speed of application is substantially increased, saves operating expenses,
It is a kind of lateral resisting component of efficient and cost-effective.However, steel plate shear force wall is because unstability outside face usually occurs to early in thinner thickness,
Hysteretic loop " pinch " under reciprocating load is seriously, again not economical enough according to the larger steel plate of thickness.In addition, steel plate shears
Wall light plate is exposed, needs to take anti-corrosion, fire prevention measure, reduces structure durability.
The way of light gauge cold-formed steel shape combination load bearing wall generally use is (such as orientation plane by zinc-plated skeleton and light weight wall panel
Card, plasterboard, calcium silicate board) etc. pass through self-drilling connection.Although this bilateral hanging plate assembled wall have simple structure,
From heavy and light, compressive property is good many advantages, such as, but the heat preservation of the wall, sound insulation, fire prevention, shock resistance and hanging ability are poor,
Connection breaking causes the globality of wall relatively poor between the splicing of plug-in shingle nail and tapping screw, easy under horizontal outer load effect
The failure damage of tapping screw occurs.
Consider application problem present in more than panel wall system use, the premise of all wallboard advantages more than having
Under, in order to further improve the performances such as the heat preservation of load bearing wall, sound insulation, shock resistance and hanging ability, research and development are a kind of to use reinforcing bar
Foam heat-insulating board, outer spray stalk flyash pea gravel concreten novel light combination load bearing wall are filled out in skeleton, applied to low layer and more
In layer house structural system, there is important engineering significance.
3rd, invention content
The purpose of the invention is to comply with the development trend of architectural industrialization, construction wall construction technology process is reduced,
Site operation is allowed to become more simple and easy to do, meets the requirement of green building material, utilizes the materials such as agriculture and industry waste stalk flyash
Material, realization are turned waste into wealth, and a kind of use designed fills out foam heat-insulating board, outer spray stalk flyash microlith coagulation in framework of steel reinforcement
The production method of the novel light combined wall of soil.
The specific technical solution that the present invention uses is：
A kind of production method of lightweight composite bearing wall, including the edge reinforcement being made of coupling beam and vertical confining part
Part, it is characterized in that：
In opposite two vertical confining parts, the alternate connection reinforcing bar for being embedded with more bands and appearing, and in same water
In plane, appearing on the inside of the vertical confining part on a vertical confining part, another opposite vertical constraint structure
Appearing on the outside of the vertical confining part on part；
Along the centre of the thickness direction between two vertical confining parts, injection straw powder is used after built-in foam heat-insulating board
Coal ash pea gravel concreten aftershaping, then common pea gravel concreten is being sprayed at Edge Enhancement component, formation can independently be born
The load bearing wall of load；
The making step of load bearing wall is：
Step 1：Wall structure needs in structure design are matched good short muscle through walls, foam heat-insulating board, are laterally divided
Cloth reinforcing bar, genesis analysis reinforcing bar, zinc-coated wire, polymer cement mortar, common pea gravel concreten, stalk flyash microlith coagulation
Soil；
Step 2：It drills to foam heat-insulating board by design requirement, short muscle through walls and short muscle both ends through walls is inserted into each hole
Have and appear, then in foam heat-insulating board external coating polymer cement mortar；
Step 3：The two sides inside and outside foam heat-insulating board binds transversely distributed steelbar, genesis analysis reinforcing bar with zinc-coated wire
On the appearing of short muscle through walls, the framework of steel reinforcement of foam heat-insulating board, the wherein transverse direction on framework of steel reinforcement inner surface point are filled out in formation
One end of cloth reinforcing bar is extended outside framework of steel reinforcement, and the other end of the transversely distributed steelbar on outer surface extends outside framework of steel reinforcement；
Step 4：By the transversely distributed steelbar extended segment on framework of steel reinforcement inner surface and appearing on the inside of vertical confining part
It is welded with merging, the transversely distributed steelbar extended segment on framework of steel reinforcement outer surface is matched with appearing on the outside of vertical confining part and merged
Stalk flyash pea gravel concreten is sprayed in welding；
Step 5：Clearance filled common pea gravel concreten between framework of steel reinforcement and Edge Enhancement component, is thus completed
The making of lightweight composite bearing wall.
Further embodiment is：Transversely distributed steelbar, genesis analysis reinforcing bar, short muscle through walls use hot rolled ribbed bars.
Further scheme is：Foam heat-insulating board is corrugated plating.
Further scheme is：Polymer cement mortar is by cement, sand, water and can be dispersed in water organic poly-
Object is closed to stir.
Further scheme is：Stalk flyash pea gravel concreten is by cement, sand, water and microlith block and plant crushing
The plant fiber and steel fibre formed afterwards, which mixes, to be stirred.
Short muscle through walls, transversely distributed steelbar, genesis analysis reinforcing bar are using hot rolled ribbed bars, to enhance and concrete
Cohesive force；
Foam heat-insulating board main component is made of granules of polystyrene, and average thickness is in 50-80mm, and thickness is adjustable, costal groove
Deep 15mm, costal groove spacing 50mm are advisable, at costal groove can drawing-in wire, bury wire casing etc., the presence of rib improves the bending stiffness of plate,
It avoids deforming in transport and forming process；
After polymer cement mortar treats that bar dowel through walls is placed, it is brushed on foam heat-insulating board, to be steeped during no-welding
Foam is on fire, and can improve the durability of cystosepiment；
Thin zinc-coated wire is mainly used for binding short muscle through walls, transversely distributed steelbar and genesis analysis reinforcing bar；
Stalk mainly using agricultural crop straws such as rice, wheat, corns, is smashed, in fine strip shape, length is about using pulverizer
20-30mm；
The trade waste that flyash is generated when being generated electricity using steam power plant；
Common pea gravel concreten is by cement, sand and aggregate (maximum particle diameter 20mm) etc. into being grouped as；
Stalk flyash pea gravel concreten is by materials such as stalk, flyash, cement, sand and aggregates (maximum particle diameter 10mm)
Material is stirred by certain match ratio, has the characteristics that lightweight, high-strength and toughness are high.Load bearing wall is combined for the novel light
For, interior outside straw powder coal ash pea gravel concreten thickness is preferably 30-50mm.
Foam heat-insulating board framework of steel reinforcement is filled out inside and sprays common pea gravel concreten with edge constraint component connecting portion, is made
It with the bearing capacity to improve edge constraint component, can preferably coordinate the deformation of monoblock plate in wall stress, improve knot
Structure globality.
Advantages of the present invention：
A kind of lightweight composite lead-bearing wallboard that the present invention researches and develops by laboratory axle pressure test, shows the wall resistance to compression energy
Power is preferable, and crack does not generate in junction；Show that the wall has preferable lateral resistance behavior by laboratory load test,
And wall ductility is preferable, meets related request of the engineering to load bearing wall mechanical property.
The novel light composite bearing wall construction technology is simple, low to the dependence of construction personnel's skills involved in the labour, does not need to
Formwork supporting plate, wall steel using amount is low, and after framework of steel reinforcement molding, by the way of mechanical injection concrete, injection forms panel, constructs
Speed is fast, and expense is low；Wall from heavy and light, be easily portable and can effectively reduce geological process；Using agriculture and industry waste straw powder
Coal ash effectively implements waste utilization, turns waste into wealth；Foam layer is contained in centre, and heat preservation, heat-insulated, soundproof effect is preferable；Anti-impact
It hits and hangs ability and be better than light gauge cold-formed steel shape combination load bearing wall, and outer surface is cement products after wall molding, is belonged to
Incombustible material, fire resistance rating are high.It is convenient to be removed after to design life, and wallboard is recycled recycling.Meet national current
Building industrialization, green building, energy conservation and environmental protection, the idea of development of the recyclable recycling of resource are widelyd popularize, China is suitble to show rank
The section fundamental realities of the country, is suitable for the large-scale popularization application in building engineering.
4th, it illustrates
Fig. 1 is the schematic diagram that skeleton is connect with vertical confining part.
Fig. 2 is that Fig. 1 middle skeletons fill the A-A ladder section enlarged diagrams after concrete.
Fig. 3 is C regions close-up schematic view in Fig. 2.
Fig. 4 is the schematic diagram of skeleton front view.
Fig. 5 is the schematic diagram of skeleton vertical view.
Fig. 6 is C1 regions close-up schematic view in Fig. 5.
In figure：1st, short muscle through walls；2nd, foam heat-insulating board；3rd, transversely distributed steelbar；4th, genesis analysis reinforcing bar；5th, galvanized steel
Silk；6th, reinforcing bar is connected；7th, polymer cement mortar；8th, vertical confining part；9th, coupling beam；10th, common pea gravel concreten；11st, straw
Stalk flyash pea gravel concreten.
5th, specific embodiment
As shown in figs 1 to 6, a kind of production method of lightweight composite bearing wall, including by coupling beam 9 and vertical confining part 8
The Edge Enhancement component of composition, it is characterized in that：
In opposite two vertical confining parts 8, the alternate connection reinforcing bar 6 for being embedded with more bands and appearing, and same
On horizontal plane, appearing close to vertical 8 inside of confining part, another opposite vertical constraint on a vertical confining part 8
Embedded bar on component 8 is appeared close to vertical 8 outside of confining part；
Along the centre of the thickness direction between two vertical confining parts 8, injection stalk is used after built-in foam heat-insulating board 2
11 aftershaping of flyash pea gravel concreten, then common pea gravel concreten 10 is being sprayed at Edge Enhancement component, formation can be only
The load bearing wall of vertical bearing load；
The making step of load bearing wall is：
Step 1：Wall structure needs in structure design match good short muscle 1 through walls, foam heat-insulating board 2, transverse direction
Distribution bar 3, genesis analysis reinforcing bar 4, zinc-coated wire 5, polymer cement mortar 7, common pea gravel concreten 10, stalk flyash
Pea gravel concreten 11；
Step 2：It drills to foam heat-insulating board 2 by design requirement, 1 liang of short muscle 1 through walls and short muscle through walls is inserted into each hole
End, which has, appears, and appears and stretches out the outer 5mm of foam plate face, then in 2 external coating polymer cement mortar 7 of foam heat-insulating board；
Step 3：The two sides inside and outside foam heat-insulating board 2, transversely distributed steelbar 3, the zinc-coated wire 5 of genesis analysis reinforcing bar 4
It binds on the appearing of short muscle 1 through walls, the framework of steel reinforcement of foam heat-insulating board 2 is filled out in formation, wherein on framework of steel reinforcement inner surface
One end of transversely distributed steelbar 3 is extended outside framework of steel reinforcement, and the other end of the transversely distributed steelbar 3 on outer surface extends reinforcing bar
Outside skeleton；
Step 4：By the dew of 3 extended segment of transversely distributed steelbar on framework of steel reinforcement inner surface and vertical 8 inside of confining part
Head is welded with merging, and 3 extended segment of transversely distributed steelbar on framework of steel reinforcement outer surface is matched with vertical 8 appearing for outside of confining part
Merge welding, injection stalk flyash pea gravel concreten 11；
Step 5：Clearance filled common pea gravel concreten 10 between framework of steel reinforcement and Edge Enhancement component, it is thus complete
Into the making of lightweight composite bearing wall.
Transversely distributed steelbar 3, genesis analysis reinforcing bar 4, short muscle 1 through walls use hot rolled ribbed bars.
Foam heat-insulating board 2 is corrugated plating.
Polymer cement mortar 7 is stirred by cement, sand, water and the organic polymer that can be dispersed in water.
It can drawing-in wire, embedded wire casing etc. at 2 costal groove of foam heat-insulating board；
Polymer cement mortar 7 is brushed on foam heat-insulating board 2, on fire with foam during no-welding, and can improve cystosepiment
Durability；
Stalk mainly using agricultural crop straws such as rice, wheat, corns, is smashed, in fine strip shape, length is about using pulverizer
10~30mm, width about 1-3mm；Steel fibre is added in stalk, steel fibre specification is identical with stalk, improves sheet metal forming process moderate resistance
The drawing crack ability generated during cement shrinkage also improves the ability that plate resists outer load effect.
The trade waste that flyash is generated when being generated electricity using steam power plant.
Interior 11 thickness of outside straw powder coal ash pea gravel concreten is preferably 30-50mm.
Claims (5)
1. a kind of production method of lightweight composite bearing wall, including by coupling beam（9）With vertical confining part（8）The edge of composition adds
Strong component, it is characterized in that：
In two opposite vertical confining parts（8）In, the alternate connection reinforcing bar for being embedded with more bands and appearing（6）, and same
On horizontal plane, a vertical confining part（8）On appear close to the vertical confining part（8）Inside, another opposite are perpendicular
To confining part（8）On appear close to the vertical confining part（8）Outside；
Along two vertical confining parts（8）Between thickness direction centre, built-in foam heat-insulating board（2）Afterwards using injection stalk
Flyash pea gravel concreten（11）Aftershaping, then in the common pea gravel concreten of injection at Edge Enhancement component（10）, formed
Can independent bearing load load bearing wall；
The making step of load bearing wall is：
Step 1：Wall structure needs in structure design match good short muscle through walls（1）, foam heat-insulating board（2）, laterally
Distribution bar（3）, genesis analysis reinforcing bar（4）, zinc-coated wire（5）, polymer cement mortar（7）, common pea gravel concreten（10）、
Stalk flyash pea gravel concreten（11）；
Step 2：To foam heat-insulating board（2）It drills by design requirement, short muscle through walls is inserted into each hole（1）And short muscle through walls（1）
Both ends, which have, appears, then in foam heat-insulating board（2）External coating polymer cement mortar（7）；
Step 3：In foam heat-insulating board（2）Inside and outside two sides, transversely distributed steelbar（3）, genesis analysis reinforcing bar（4）Use galvanized steel
Silk（5）Binding is in short muscle through walls（1）Appear on, foam heat-insulating board is filled out in formation（2）Framework of steel reinforcement, wherein in framework of steel reinforcement
Transversely distributed steelbar on surface（3）One end extend outside framework of steel reinforcement, the transversely distributed steelbar on outer surface（3）It is another
Extend outside framework of steel reinforcement at end；
Step 4：By the transversely distributed steelbar on framework of steel reinforcement inner surface（3）Extended segment and vertical confining part（8）The dew of inside
Head is welded with merging, the transversely distributed steelbar on framework of steel reinforcement outer surface（3）Extended segment and vertical confining part（8）The dew in outside
Head sprays stalk flyash pea gravel concreten with welding is merged（11）；
Step 5：Clearance filled common pea gravel concreten between framework of steel reinforcement and Edge Enhancement component（10）, thus complete
The making of lightweight composite bearing wall.
2. a kind of production method of lightweight composite bearing wall according to claim 1, it is characterized in that：Transversely distributed steelbar
（3）, genesis analysis reinforcing bar（4）, short muscle through walls（1）Use hot rolled ribbed bars.
3. a kind of production method of lightweight composite bearing wall according to claim 1, it is characterized in that：Foam heat-insulating board（2）
For corrugated plating.
4. a kind of production method of lightweight composite bearing wall according to claim 1, it is characterized in that：Polymer cement mortar
（7）It is to be stirred by cement, sand, water and the organic polymer that can be dispersed in water.
5. a kind of production method of lightweight composite bearing wall according to claim 1, it is characterized in that：Stalk flyash microlith
Concrete（11）The plant fiber that is formed after being crushed by cement, sand, water and microlith block and plant and steel fibre mixes stirring and
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610818856.9A CN106401013B (en) | 2016-09-13 | 2016-09-13 | A kind of production method of lightweight composite bearing wall |
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| CN201610818856.9A CN106401013B (en) | 2016-09-13 | 2016-09-13 | A kind of production method of lightweight composite bearing wall |
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| CN106401013B true CN106401013B (en) | 2018-06-26 |
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| CN108331211A (en) * | 2018-02-28 | 2018-07-27 | 常州工学院 | A kind of stainless steel plate-straw concrete assembled wall and method |
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| JP4710039B2 (en) * | 2000-03-03 | 2011-06-29 | 株式会社久米設計 | Energy absorption structure at the junction between a column or beam and a wall |
| CN201040887Y (en) * | 2007-03-02 | 2008-03-26 | 张海蛟 | Suspension integrated composite wall body |
| CN101435232B (en) * | 2008-12-12 | 2010-12-01 | 北京工业大学 | Common concrete frame column restricted type regeneration concrete shear force wall and manufacturing method thereof |
| CN102003069B (en) * | 2010-11-24 | 2012-07-11 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN202925715U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | High-ductility frame infilled wall |
| CN103835521A (en) * | 2012-11-20 | 2014-06-04 | 贵阳铝镁设计研究院有限公司 | Brick wall reinforcing method and structure |
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