CN204919881U - Whole wall of assembly spouting lightweight concrete - Google Patents
Whole wall of assembly spouting lightweight concrete Download PDFInfo
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- CN204919881U CN204919881U CN201520679145.9U CN201520679145U CN204919881U CN 204919881 U CN204919881 U CN 204919881U CN 201520679145 U CN201520679145 U CN 201520679145U CN 204919881 U CN204919881 U CN 204919881U
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- centre keel
- keel
- wall
- outside plate
- light weight
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Abstract
The utility model provides a whole wall of assembly spouting lightweight concrete. The utility model belongs to a building material, the equipment steel fossil fragments of saying so more specifically are connected with major structure quadriversal multiple spot, the high strength whole wall of assembly spouting lightweight concrete of formation. The centre keel interval arrangement of this wall, between the centre keel and with the main structure post between be connected horizontal drawknot and is constructing the muscle, the stereoplasm planking of sideband mat surface had the expansion joint in be equipped with the centre keel both sides between every adjacent stereoplasm planking, it has foaming concrete or the no core of dilution to pack between the stereoplasm planking of centre keel both sides, roof and floor are connected respectively to the upper and lower end of centre keel. The utility model discloses simple structure, the construction is simple and easy, can improve work efficiency greatly, and the wall body has heats preservation, insulates against heat, sound insulation, fire prevention, wholeness, durability, earthquake prevention and disaster reduction, energy -concerving and environment -protective, light weight, high strength's characteristics.
Description
Technical field
The utility model belongs to a kind of constructional materials, is a kind of assembling steel keel and agent structure four-way Mulit-point Connection in particular, the high strength assembling spray light weight concrete construction integral wall of formation.
Background technology
At present, conventional construction wall, refer generally to solid brick wall or masonry solid wall, build hollow wall, reinforced concrete wall etc. by laying bricks or stones, the general material of this kind of exterior wall due to thermal transmittance very high, meet the requirement of heat preservation energy-saving, often need to do thick, even if especially high and cold, height thermally the thick brick wall in district 490 still can not meet power conservation requirement, weight is caused to increase because thickness of wall body is blocked up, increase main body load simultaneously, on Design of Main Structure, must increase reinforcing bar and concrete consumption to bear its load like this, therefore waste of material is very large.In order to protect farmland and economize the land resource, China has started to prohibit the use solid clay brick.Traditional class brick wall of building by laying bricks or stones is all adopt colloid bonding building block in layer to build heap to form, but itself and agent structure are almost without being connected measure, it is layering, therefore come interim in disaster (earthquake, fire, big flood), body of wall can collapse and building block comes off, thus threatens the security of the lives and property of people, can predict, after about 5 years, the body of wall of China's urban architecture will eliminate this make gradually.
Meet the energy-saving wall of structure at present, common solid wall is in order to meet power conservation requirement, all need extra insulation and decorative layer, as plastered, furring brick, cladding ornament materials etc., the thermal and insulating performance of general body of wall self does not reach power conservation requirement, also need constructively to increase insulation layer, thus add working procedure, slow down speed of application, as the high and cold height thermally multiple External Thermal Insulation Technology for External that generally adopts of district, majority is in outer wall pasting (also using screw) polyphenyl plate, grid cloth is sticked on again with adhesive mortar, brush exterior wall coating material or sticking brick (the highly unsuitable patch block more than 24 meters after surface plastering, hurt sb.'s feelings with slip-off preventing), common solid wall due to its whole property too just too crisp without flexible, thus cause body of wall anyhow all there is structural crack in the later stage, if adopt organic matter on heat preservation technology, organic matter is inherently containing hazardous substances, and fire line extreme difference, if run into a large amount of toxic smog of fire organic matter meeting output, makes the life of people be on the hazard.
Summary of the invention
The purpose of this utility model is to provide a kind of assembling spray light weight concrete construction integral wall, its structure is simple, construct simple and easy, can greatly increase work efficiency, and body of wall has the feature of insulation, heat insulation, sound insulation, fire prevention, globality, durability, protection against and mitigation of earthquake disasters, energy-conserving and environment-protective, high-strength light.
The technical solution of the utility model: centre keel interval is arranged, between centre keel and and agent structure post between be connected to horizontal steel tie, the hard outside plate of inner band matsurface is equipped with in centre keel both sides, shrinkage joint is had between the hard outside plate that every sheet is adjacent, be filled with foamed concrete or dilution inorganic core between the hard outside plate of centre keel both sides, the upper and lower end of centre keel connects top board and floor respectively.
The inner side matsurface of hard outside plate and foamed concrete or the surface of diluting inorganic core form the embedded structure overlapped mutually.
Shrinkage joint between the hard outside plate that every sheet is adjacent is of a size of 3 ~ 10mm, and hard outer plate edge is connected by screw in centre keel both sides.
The upper and lower end of centre keel is connected to top board and floor by the connector that a section is buckled in centre keel end mutually, and connector is provided with a series of through hole.
The upper and lower end of centre keel adopts one section of connector and centre keel end to be fixedly connected on top board and floor by screw respectively, the screw link position of the upper end of centre keel is provided with telescopic mouth, such agent structure beam is can be eased herein by the power produced during gravity deformation, thus can not because of agent structure deformation failure body of wall, and connector being provided with a series of through hole, when being convenient to later stage spray, foamed concrete or dilution inorganic core are full of.
The agent structure surface layer interval of building is provided with channel-section steel, and the outside of channel-section steel is enclosed with again one deck hard outside plate, and channel-section steel and hard outside plate are fixed by screws on main structure post.
The extension of the centre keel height of same position is by centre keel lapping ends, and the position of lap segment is linked together by screw.
Integral wall have employed and install reinforcing bar additional, thickeied keel or superposition keel mode in the position of door and window hole strengthens horizontal, vertical keel.
Technique effect of the present utility model: adopt in concrete structure or steel structure frame spot welding, nailing or expansion bolt by the centre keel of steel and horizontal tension rib anyhow four-way multiple spot be fixed in main structure, form steel skeleton, the destructiveness of globality difference after being subject to disaster (earthquake, fire, big flood) avoiding conventional construction wall is very serious; The horizontal, vertical keel of integral wall set by door and window hole position have employed and install reinforcing bar additional, thicken keel or superposition keel, to strengthen its rigidity, make the later stage body of wall will be caused to occur structural crack not due to holding capacity; Steel centre keel when arranging Yan Ding, along connect keel have employed detain mutually with long a bit of keel with centre keel breadth of section after adopt again screw to be connected to top board and floor, reach better steadiness, material usage adopts elongated keel to connect unlike other skeletons, so both save the use of constructional materials, be convenient to again the spray of later stage foamed concrete or dilution inorganic core, make it fuller, intensity is higher.The steel skeleton both sides that centre keel and tension rib are formed adopt tapping screw to adopt Hard link to be fixed on prefabricated hard outside plate (high-strength rigid scutum or inorganic clad plate) framework that steel skeleton surface layer forms box-like, shrinkage joint is left between plate and plate, after deformation of wall is excessive, adopt fireproof mortar to fill up, body of wall self is allowed to have flexibility, under the stressing conditions in later stage, power is alleviated between seam, does not produce crack; Because integral wall surface layer adopts prefabricated sheet material, the external surface of sheet material can according to user need make various pattern (shiny surface, matsurface, band color, pattern, lines), can to wipe one's face in the decorations in later stage direct wallpapering work or swabbing, solve the energy-saving wall highly unsuitable patch block more than 24 meters meeting structure, the problem of hurting sb.'s feelings with slip-off preventing and graceful pattern and the problem of lines can not be made simultaneously; The size of plate needs prefabricated according to scene in advance, also the wastes decreasing situ wet work materials a large amount of in this process, the later stage directly according to size buck plate (plate can be sawed and can cut and can connect), ensures that material makes full use of, also significantly shorten construction period, save building costs.The filling of the inner core foaming concrete between two pieces of hard outside plates or dilution inorganic core adopts sprinkling irrigation mode, this mode can make stickiness splendid and has the foamed concrete of automatic flowing function or dilute inorganic core the combine closely effect mutually chimeric with the interior rough surface of hard outside plate, hard outside plate and inner core filler (foamed concrete or dilute inorganic matter) are perfectly combined together, ensure that self compactness and the intensity of body of wall, meet the energy-saving wall of structure unlike other, body of wall self is layering; The foamed concrete that inner core is filled or the splendid insulation of dilution inorganic matter, heat insulation, sound insulation, fire prevention, harmless, the performances such as lighter in weight allow wall thermal insulating, heat insulation, sound insulation, fire prevention, the energy-conservation energy-saving wall all having exceeded conventional construction wall and met structure, allow its building can bring a comfortable dwelling environment to resident family at high and cold high heat or center, downtown area, the thick and heavy waste of material brought that compensate for conventional construction wall is large, the problems such as usage space is little, and building costs is high; The technical program also solve the energy-saving wall that meets structure increase on structure surface layer insulation layer bring the complexity of potential safety hazard and construction, inconvenience, the hazardous substances that organic matter radiates is to problems such as actual bodily harms.The hard outside plate of high strength and foamed concrete or the good strength brought to body of wall of combining closely of diluting inorganic core resident family can be followed closely at any part of body of wall according to living needs in daily life and hang object and the safety that do not affect body of wall, can slot arbitrarily install pipeline and line box in secondary decoration at body of wall surface layer.Conventional construction wall cannot solution framework beam, frame column expand with heat and contract with cold (cold-heat bridge), can only brush fire-retardant paint for steel structure fireproofing, service life only only has 4 ~ 5 years, and the agent structure of this body of wall has carried out the coated of hard outside plate in manufacturing process, define good fire line, also solve the cold-heat bridge problem of agent structure simultaneously.This body of wall all material all belongs to inorganic matter, and meet the whole requirements of country to constructional materials, material is suited measures to local conditions, gather materials on the spot, utilize factory waste (slag, slag etc.), really reaches energy-conserving and environment-protective, twice laid.The working procedure of body of wall reduces (unwrapping wire, skeleton are installed, sheet material assembling, foamed concrete or dilute inorganics filled), streamline construction operation, compensate for the problem that the conventional construction wall curing time longer with the energy-saving wall meeting structure causes continuing operation, need not wipe one's face, conventional construction wall completes also to need to wipe one's face with the energy-saving wall metope meeting structure and has a strong impact on speed of application, uses assembling spray light weight concrete construction integral wall effectively can shorten construction period.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model arc surface wall body structure schematic diagram.
Fig. 3 is the utility model agent structure schematic diagram.
Fig. 4 is that the utility model centre keel height extends schematic diagram.
Fig. 5 is the position view of the utility model door and window hole.
Fig. 6 is the utility model centre keel and connector thereof and top board connection diagram.
Each label in figure: steel tie 1, connector 2, centre keel 3, screw 4, agent structure 5, hard outside plate 6, shrinkage joint 7, foamed concrete or dilution inorganic core 8, screw 9, channel-section steel 10, screw 11, screw 12, telescopic mouth 13.
Detailed description of the invention
With reference to each figure, centre keel 3 is arranged according to the requirement of strength interval of construction, between centre keel 3 and and agent structure 5 between be connected to horizontal steel tie 1, the hard outside plate 6 of inner band matsurface is equipped with in centre keel 3 both sides, shrinkage joint 7 is had between the hard outside plate 6 that every sheet is adjacent, foamed concrete or dilution inorganic core 8 is filled with between the hard outside plate 6 of centre keel 3 both sides, foamed concrete or dilution inorganic core 8 are chimeric with hard outside plate 6 integral after solidifying, and the upper and lower end of centre keel 3 connects top board and floor respectively.The inner side matsurface of hard outside plate 6 and foamed concrete or the surface of diluting inorganic core 8 form the embedded structure overlapped mutually, can shape is in aggregates securely, and have good intensity, later stage decoration construction performance is also fine.Shrinkage joint between the hard outside plate 6 that every sheet is adjacent is of a size of 3 ~ 10mm, and hard outside plate 6 edge is connected to centre keel 3 both sides by screw 4, can ensure that body of wall does not produce crack under the stressing conditions in later stage.Centre keel 3 upper, lower end is connected to top board and floor by the connector 2 that a section is buckled in centre keel 3 end mutually, screw 12 link position of the upper end of centre keel 3 is provided with telescopic mouth 13(and refers to Fig. 6), such agent structure beam is can be eased herein by the power produced during gravity deformation, thus can not because of agent structure deformation failure body of wall, and connector 2 is provided with a series of through hole, the connector of segmentation has saved the consumption of material, in turn ensure that the bonding strength of centre keel 3, also be convenient to the spray of later stage foamed concrete or dilution inorganic core 8, through hole on connector 2 is then conducive to the gap on foamed concrete or the full top board of dilution inorganic core 8 filling and floor.The agent structure 5 surface layer interval of building is provided with channel-section steel 10, the outside of channel-section steel 10 is enclosed with again outer 6 plates of one deck hard, channel-section steel 10 and hard outside plate 6 are fixed on main structure post 5 by screw 9, solve fire prevention and the cold-heat bridge problem (referring to Fig. 3) of agent structure.Same position centre keel 3 height often need in practice of construction extend, can by the lapping ends of two sections of centre keels 3 together, the position of lap segment links together (referring to Fig. 4) by screw 11.Integral wall have employed and install reinforcing bar additional, thickeied keel or superposition keel mode in the position of door and window hole strengthens horizontal, vertical keel (referring to Fig. 5).
Claims (7)
1. an assembling spray light weight concrete construction integral wall, it is characterized in that: centre keel interval is arranged, between centre keel and and agent structure post between be connected to horizontal steel tie, the hard outside plate of inner band matsurface is equipped with in centre keel both sides, shrinkage joint is had between the hard outside plate that every sheet is adjacent, be filled with foamed concrete or dilution inorganic core between the hard outside plate of centre keel both sides, the upper and lower end of centre keel connects top board and floor respectively.
2. by assembling spray light weight concrete construction integral wall according to claim 1, it is characterized in that: the inner side matsurface of hard outside plate and foamed concrete or the surface of diluting inorganic core form the mutual embedded structure overlapped.
3. by assembling spray light weight concrete construction integral wall according to claim 2, it is characterized in that: the shrinkage joint between the hard outside plate that every sheet is adjacent is of a size of 3 ~ 10mm, and hard outer plate edge is connected by screw in centre keel both sides.
4. by assembling spray light weight concrete construction integral wall according to claim 2, it is characterized in that: the upper and lower end of centre keel adopts one section of connector and centre keel end to be fixedly connected on top board and floor by screw respectively, the screw link position of the upper end of centre keel is provided with telescopic mouth, and connector is provided with a series of through hole.
5. by assembling spray light weight concrete construction integral wall according to claim 2, it is characterized in that: the agent structure surface layer interval of building is provided with channel-section steel, the outside of channel-section steel is enclosed with again one deck hard outside plate, and channel-section steel and hard outside plate are fixed by screws on main structure post.
6., by assembling spray light weight concrete construction integral wall according to claim 2, it is characterized in that: the extension of the centre keel height of same position is by centre keel lapping ends, and the position of lap segment is linked together by screw.
7. by assembling spray light weight concrete construction integral wall according to claim 2, it is characterized in that: integral wall have employed the horizontal, vertical keel installing reinforcing bar additional, thicken keel or superposition keel in the position of door and window hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520679145.9U CN204919881U (en) | 2015-09-06 | 2015-09-06 | Whole wall of assembly spouting lightweight concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520679145.9U CN204919881U (en) | 2015-09-06 | 2015-09-06 | Whole wall of assembly spouting lightweight concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919881U true CN204919881U (en) | 2015-12-30 |
Family
ID=54969019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520679145.9U Expired - Fee Related CN204919881U (en) | 2015-09-06 | 2015-09-06 | Whole wall of assembly spouting lightweight concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919881U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331209A (en) * | 2018-01-24 | 2018-07-27 | 江苏南通三建建筑装饰有限公司 | A kind of assembled light partition wall |
| CN109138262A (en) * | 2018-09-12 | 2019-01-04 | 佛山市众从人安防技术有限公司 | A kind of tamper-proof plate and manufacturing method |
| CN109208802A (en) * | 2018-09-18 | 2019-01-15 | 宁夏千弓预应力技术工程有限公司 | A kind of fill method mitigating load |
-
2015
- 2015-09-06 CN CN201520679145.9U patent/CN204919881U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331209A (en) * | 2018-01-24 | 2018-07-27 | 江苏南通三建建筑装饰有限公司 | A kind of assembled light partition wall |
| CN109138262A (en) * | 2018-09-12 | 2019-01-04 | 佛山市众从人安防技术有限公司 | A kind of tamper-proof plate and manufacturing method |
| CN109208802A (en) * | 2018-09-18 | 2019-01-15 | 宁夏千弓预应力技术工程有限公司 | A kind of fill method mitigating load |
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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: 20210906 |