CN205502301U - Energy -concerving and environment -protective whole compound core light building wall that presss from both sides - Google Patents
Energy -concerving and environment -protective whole compound core light building wall that presss from both sides Download PDFInfo
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- CN205502301U CN205502301U CN201620243984.0U CN201620243984U CN205502301U CN 205502301 U CN205502301 U CN 205502301U CN 201620243984 U CN201620243984 U CN 201620243984U CN 205502301 U CN205502301 U CN 205502301U
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Abstract
The utility model provides a pair of energy -concerving and environment -protective whole compound core light building wall that presss from both sides, adopt and mix earth spliced pole (channel -section steel, square steel or square pipe) be connected the installation through bar planting and main part, install the cystosepiment again, transversely be equipped with the drawknot reinforcing bar on the cystosepiment, the surface makes wall body one shot forming with patching machine spouting mortar, the also disposable moulding by casting of available formwork wall, or the surface is with patching machine spouting mortar and catch up with the tie, it makes the wall body shaping to whitewash with the manual work, this wall body forms a whole with the main part, has certain shock resistance ability, the wall strength high performance is good, can effective fire prevention, the prevention of seepage is passed through and is kept warm, the wall body is light, reduce the cost of major structure by a wide margin, and reduces the construction cost, accelerate construction speed and efficiency, the whitewashing makes the basic shaping of wall installed the spliced pole in the work progress after, the white washed wall makes the comprehensive shaping of wall, save time and save labour, internal connection post when saving wall masonry simultaneously, pre -buried water and electricity can advance, save secondary fluting expense and time, make the cost minimizing.
Description
Technical field
This utility model relates to a kind of body of wall for building, is specially a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall, belongs to building materials field.
Background technology
At present, existing in other buildings of house and general industry and civilian framed building (multilamellar and high level) subgrade, steel construction or weight use as non-bearing partition, balcony dividing plate and the building wall of built-in wardrobe dividing plate, be used mostly is traditional baked wheaten cake brick setting, and burning brick setting 180mm thick wall body weight is 380kg/m2, it is 230kg/m that aerating mixes clay brick 180mm thick wall body weight2There is a series of problem: body of wall is thick and heavy, floor space is big and shock strength is low, not sound insulation is the most heat insulation, not moisturizing, easy to crack, fire protecting performance is poor, impact resistance is low, construction cost is high and the slow efficiency of construction speed is low, easy there is remaining architecture sediment and cause polluting and waste, traditional construction wall is that problem is many, and hidden danger is big.
Utility model content
nullProtection land resource is advanced for implementing country，Save the policy of building energy consumption，Advance wall innovation and the development of energy saving building，The pluses and minuses occurred in work progress in conjunction with existing building materials for wall，For above-mentioned body of wall defect of the prior art and problem，This utility model provides a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall by connecting post (1)、Reinforcing bar、Laterally steel tie (2)、Cystosepiment (5)、Fixing net (6) and outer wall layers are constituted，Connecting post (1) is the main framing within body of wall，Body of wall is formed by fixing on implantation reinforcing bar to the structural beams or plate of building body by the top and bottom connecting post (1)，Connect and be filled with cystosepiment (5) between post (1)，The top layer, two sides of cystosepiment (5) is provided with horizontal steel bar clamping and fixes，Laterally the surface of steel tie (2) is installed with fixing net (6)，Outer wall layers is covered on cystosepiment (5) two outer surface and submergence is fixed net (6) and formed the exterior wall surface of body of wall.
Further, described connection post (1) vertically connects post reinforcing bar (3), the level connection joint distributing reinforcement (4) between two vertical connections post reinforcing bar (3) and concreting composition by what two parallel phases were stood, described outer wall layers is by watering the screed (7) built up and the mortar face (8) being applied to screed (7) outer surface layer is constituted, screed (7) is covered on cystosepiment (5) outer surface and net (6) is fixed in submergence, and mortar face (8) are applied to screed (7) surface and troweling is levelling.
Further, described distributing reinforcement (4) is that several in the vertical directions are uniformly distributed in vertical connection between post reinforcing bar (3).
Further, described horizontal tension rib be divided into some equably from high to low horizontal distribution connect the vertical of process connect post reinforcing bar (3).
Further, the spacing range of described adjacent connection post (1) is between 200mm～1500mm, and the spacing range of described adjacent horizontal tension rib is between 500mm～600mm.
Further, the depth bounds in building body is extended to when described vertical connection post reinforcing bar (3) and horizontal steel tie (2) connecting building main body not less than 5cm.
Further, described connection post (1) is that concrete connects post, channel-section steel, square steel or square tube, and described cystosepiment (5) is flame-retardant polystyrene cystosepiment, and described fixing net (6) is steel wire.
Further, described building wall also includes door and window peristome, door and window peristome does not contains flame-retardant polystyrene cystosepiment, and the surrounding body of wall edge of door and window peristome steel wire parcel covers the full mortar molding of after-pouring, and the thickness of described door and window peristome is not less than 5cm.
Further, screed (7) is formed between 15mm～30mm by using the mortar of more than M7.5 to pour thickness, and mortar can add antifreezing agent and or waterproofing agent mixing.
Further, described mortar face (8) is floating for the thickness formation between 5mm～25mm by the cement mortar using M5.
Operation principle introduction of the present utility model: a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall is by connecting post (1), reinforcing bar, laterally steel tie (2), cystosepiment (5), fixing net (6) and outer wall layers are constituted, connecting post (1) is the main framing within body of wall, body of wall is formed by fixing on implantation reinforcing bar to the structural beams or plate of building body by the top and bottom connecting post (1), connect and be filled with cystosepiment (5) between post (1), the top layer, two sides of cystosepiment (5) is provided with horizontal steel bar clamping and fixes, laterally the surface of steel tie (2) is installed with fixing net (6), outer wall layers is covered on cystosepiment (5) two outer surface and submergence is fixed net (6) and formed the exterior wall surface of body of wall.Described connection post (1) vertically connects post reinforcing bar (3), the level connection joint distributing reinforcement (4) between two vertical connections post reinforcing bar (3) and concreting composition by what two parallel phases were stood, described outer wall layers is by watering the screed (7) built up and the mortar face (8) being applied to screed (7) outer surface layer is constituted, screed (7) is covered on cystosepiment (5) outer surface and net (6) is fixed in submergence, and mortar face (8) are applied to screed (7) surface and troweling is levelling.
During construction: according to construction drawing requirement, release body of wall, the door and window location drawing；Require to release vertical connection post reinforcing bar (3) according to wall technology, laterally steel tie (2) perforating position, bar planting is carried out after perforating, two are parallel to each other and are perpendicular to the vertical post reinforcing bar (3) that connects of metope distribution and be fixed on building body desired position by anchoring adhesive bar planting, vertical connection is connected by the distributing reinforcement (4) being distributed from top to bottom between post reinforcing bar (3), play Stabilization, laterally steel tie (2) be divided into some equably from high to low horizontal distribution connect the vertical of process connect post reinforcing bar (3), during laterally the end of steel tie (2) extends the body of wall of the relevant position implanting building body, the depth bounds extending in building body when vertically connecting post reinforcing bar (3) and horizontal steel tie (2) connecting building main body during bar planting is not less than 5cm；The spacing range of described adjacent connection post (1) is between 200mm～1500mm, and the spacing range of described adjacent horizontal tension rib is between 500mm～600mm.nullFirst carry out after the lacing wire bar planting of horizontal steel tie (2) in one side completes，Put into the cystosepiment (5) needing to fill，Cystosepiment (5) prolongs and carries out smooth laying on the horizontal steel tie (2) of the one side first put well，Required space interval is poured at vertical post reinforcing bar (3) place outflow connection post (1) that connects，Another side does not carries out after having filled cystosepiment (5) starting after horizontal steel tie (2) the lacing wire bar planting of lacing wire has processed linked network，Fixing net (6) is covered on two lateral surface of cystosepiment (5) and horizontal steel tie (2)，Connection can be fixed in the position contacted with horizontal steel tie (2) and vertical connection post reinforcing bar (3)，As fix net (6) and be uniformly covered on cystosepiment (5) surface，Carry out two-sided pass mould afterwards，Mould iron wire or fixture are fixed on vertical connection on post reinforcing bar (3)，The complete needs of template support carry out grouting and pour，Need when being in the milk to shake with smaller tremors plate，To ensure to connect the degree of compaction of post (1)，Mortar grouting connects between post reinforcing bar (3) at two the vertical of metope distribution that are parallel to each other and are perpendicular to and are totally submerged，Formed and connect post (1)；After connection post (1) completes, then carry out outer wall layers pours process, screed (7) needs to whitewash, whitewashing needs to prolong metope both sides by required thickness requirement and whitewash, and needs fixing net (6) is completely covered, after having sprayed 20～30 minutes floating, need to scrape time floating, Xia Qiang sideline, and catch up with flat with aluminum alloy square tube, repair negative and positive angle.Complete slurry natural curing to be painted is no less than 15 days, carries out the powder face in mortar face (8) after concrete is completely dry again, first with middling flour bottoming (or carry out whitewashing with pulp shooting machine plaster), then rubs fine flour with fine sand.I.e. complete these energy-conserving and environment-protective entirety compound sandwich light-weight building wall.
Described connection post (1) is that concrete connects post, channel-section steel, square steel or square tube, and described cystosepiment (5) is flame-retardant polystyrene cystosepiment, and described fixing net (6) is steel wire.Use flame retardant polystyrene foam plate (5) can effectively alleviate deadweight and the thickness of building, can have again and well be applicable to the dead level building of frame structure and subgrade or the every 100m of lighting building (Factory Building, market, warehouse)2Construction area can increase by 6～7m2Usable floor area, flame retardant polystyrene foam plate (5) can also sound insulation and heat insulation, soundproof effect is better than industry sound insulation decibel standard, moisturizing, protection against the tide can reduce the loss of indoor changes in temperature gas, also have fire protecting performance good: novel polyphenyl ethylene has anti-flammability, reaches national fire safety standard；nullConnection between steel wire and two main muscle is solid plus using whitewashing injection mortar to form body of wall mutually，The bulk strength making body of wall is high、Good integrity，Mould both sides strengthening steel slab (silk) net in the top of a wall body、Reasonably structure distribution and steel plate (silk) net are combined with cement mortar and improve body of wall and have shock strength，Simultaneously can effective guarantee body of wall volume stability shrink-proof、Do not ftracture，Possesses again the plasticity of height，Described building wall also includes door and window peristome，Door and window peristome does not contains flame-retardant polystyrene cystosepiment，The surrounding body of wall edge of door and window peristome steel wire parcel covers the full mortar molding of after-pouring，The thickness of described door and window peristome is not less than 5CM，Can be according to customer demand，Arbitrarily moulding can be opened the door and be windowed、Perforate，Wall quality is unaffected，Make overall shock resistance good: extension power and shrinkage factor all reach optimum efficiency，Intensity is high、Free from flaw；Screed (7) is formed between 15mm-30mm by using the mortar of more than M7.5 to pour thickness, and mortar can add antifreezing agent and or waterproofing agent mixing.Described mortar face (8) is floating for the thickness formation between 5mm～25mm by the cement mortar using M5.Using whitewashing to inject mortar, and wipe one's face so that body of wall profile is neat at outside buttering, smooth surface, size is accurate.
In sum, a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall that this utility model provides has saving of labor and saves the feature of material, not only reduce construction cost, also the duration is shortened, and it is high with completing property of main body and entirety to have this body of wall, there is good shockproof properties, the fire prevention polystyrene material in the middle of this body of wall being lightweight is sandwich, the effect of the lighter and good heat-insulation and heat-preservation of whole metope load, and inside be equipped with anyhow to fixing muscle and fixing net (6) mass action, therefore there is comprehensive guarantee body of wall bending resistance, anti-folding, shock resistance, the excellent performance of collapse resistance load, can preferably reach the effect of energy-conserving and environment-protective.
Accompanying drawing explanation
Fig. 1 is that a kind of the perpendicular of energy-conserving and environment-protective entirety compound sandwich light-weight building wall body of wall cuts open organigram；
Fig. 2 is A A ' face profile on Fig. 1；
Fig. 3 is B B ' face profile on Fig. 1；
Fig. 4 is body of wall hierarchy schematic diagram；
Fig. 5 is the cross-sectional configuration schematic diagram of a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall body of wall；
Wherein: 1 connect post, 2 horizontal steel ties, 3 vertical connection post reinforcing bars, 4 distributing reinforcements, 5 cystosepiments, 6 fix net, 7 screeds, 8 mortar faces.
Detailed description of the invention
Embodiment 1: as shown in Fig. 1～Fig. 5: a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall is by connecting post 1, reinforcing bar, laterally steel tie 2, cystosepiment 5, fixing net 6 and outer wall layers are constituted, connecting post 1 is the main framing within body of wall, body of wall is formed by fixing on implantation reinforcing bar to the structural beams or plate of building body by the top and bottom connecting post 1, connect and be filled with cystosepiment 5 between post 1, the top layer, two sides of cystosepiment 5 is provided with horizontal steel bar clamping and fixes, laterally the surface of steel tie 2 is installed with fixing net 6, outer wall layers is covered on 5 liang of outer surfaces of cystosepiment and submergence is fixed net 6 and formed the exterior wall surface of body of wall.Described connection post 1 vertically connects post reinforcing bar 3, the level connection joint distributing reinforcement 4 between two vertical connection post reinforcing bars 3 and concreting composition by what two parallel phases were stood, described outer wall layers is by watering the screed 7 built up and being applied to the mortar face 8 of screed 7 outer surface layer and constitute, screed 7 is covered on cystosepiment 5 outer surface and net 6 is fixed in submergence, and mortar face 8 is applied to screed 7 surface and troweling is levelling.
During construction: according to construction drawing requirement, release body of wall, the door and window location drawing；Require to release vertical connection post reinforcing bar 3 according to wall technology, laterally steel tie 2 perforating position, bar planting is carried out after perforating, two are parallel to each other and are perpendicular to the vertical post reinforcing bar 3 that connects of metope distribution and be fixed on building body desired position by anchoring adhesive bar planting, vertical connection is connected by the distributing reinforcement 4 being distributed from top to bottom between post reinforcing bar 3, play Stabilization, laterally steel tie 2 be divided into some equably from high to low horizontal distribution connect the vertical of process connect post reinforcing bar 3, during laterally the end of steel tie 2 extends the body of wall of the relevant position implanting building body, the depth bounds extending in building body when vertically connecting post reinforcing bar 3 and horizontal steel tie 2 connecting building main body during bar planting is not less than 5cm；The described adjacent spacing range connecting post 1 is between 200mm～1500mm, and the spacing range of described adjacent horizontal tension rib is between 500mm～600mm.nullFirst carry out after the lacing wire bar planting of horizontal steel tie 2 in one side completes，Put into the cystosepiment 5 needing to fill，Cystosepiment 5 prolongs and carries out smooth laying on the horizontal steel tie 2 of the one side first put well，At vertical connection post reinforcing bar 3, flow out connection post 1 pour required space interval，Another side does not carries out after having filled cystosepiment 5 starting after the horizontal steel tie 2 lacing wire bar planting of lacing wire has processed linked network，Fixing net 6 is covered on two lateral surface of cystosepiment 5 and horizontal steel tie 2，Connection can be fixed in the position contacted with horizontal steel tie 2 and vertical connection post reinforcing bar 3，As fix net 6 and be uniformly covered on cystosepiment 5 surface，Carry out two-sided pass mould afterwards，Mould iron wire or fixture are fixed on vertical connection on post reinforcing bar 3，The complete needs of template support carry out grouting and pour，Need when being in the milk to shake with smaller tremors plate，To ensure to connect the degree of compaction of post 1，Mortar grouting connects between post reinforcing bar 3 at two the vertical of metope distribution that are parallel to each other and are perpendicular to and are totally submerged，Formed and connect post 1；After connection post 1 completes, then carry out outer wall layers pours process, screed 7 needs to whitewash, whitewashing needs to prolong metope both sides by required thickness requirement and whitewash, and needs fixing net 6 is completely covered, after having sprayed 20～30 minutes floating, need to scrape time floating, Xia Qiang sideline, and catch up with flat with aluminum alloy square tube, repair negative and positive angle.Complete slurry natural curing to be painted is no less than 15 days, carries out the powder face in mortar face 8 after concrete is completely dry again, first with middling flour bottoming or carry out whitewashing with pulp shooting machine and plaster, then rubs fine flour with fine sand.I.e. complete these energy-conserving and environment-protective entirety compound sandwich light-weight building wall.
Described connection post 1 connects post, channel-section steel, square steel or square tube for concrete, and described cystosepiment 5 is flame-retardant polystyrene cystosepiment, and described fixing net 6 is steel wire.Use flame retardant polystyrene foam plate 5 can effectively alleviate deadweight and the thickness of building, can have again and well be applicable to the dead level building of frame structure and subgrade or lighting factory building, the every 100m in market, warehouse2Construction area can increase by 6～7m2Usable floor area, flame retardant polystyrene foam plate 5 can also sound insulation and heat insulation, soundproof effect is better than industry sound insulation decibel standard, moisturizing, protection against the tide can reduce the loss of indoor changes in temperature gas, also have fire protecting performance good: novel polyphenyl ethylene has anti-flammability, reaches national fire safety standard；nullConnection between steel wire and two main muscle is solid plus using whitewashing injection mortar to form body of wall mutually，The bulk strength making body of wall is high、Good integrity，Mould both sides strengthening steel slab silk screen in the top of a wall body、Reasonably structure distribution and steel plate silk screen are combined with cement mortar and improve body of wall and have shock strength，Simultaneously can effective guarantee body of wall volume stability shrink-proof、Do not ftracture，Possesses again the plasticity of height，Described building wall also includes door and window peristome，Door and window peristome does not contains flame-retardant polystyrene cystosepiment，The surrounding body of wall edge of door and window peristome steel wire parcel covers the full mortar molding of after-pouring，The thickness of described door and window peristome is not less than 5cm，Can be according to customer demand，Arbitrarily moulding can be opened the door and be windowed、Perforate，Wall quality is unaffected，Make overall shock resistance good: extension power and shrinkage factor all reach optimum efficiency，Intensity is high、Free from flaw；Screed 7 is formed between 15mm-30mm by using the mortar of more than M7.5 to pour thickness, and mortar can add antifreezing agent and or waterproofing agent mixing.Described mortar face 8 is floating for the thickness formation between 5mm～25mm by the cement mortar using M5.Using whitewashing to inject mortar, and wipe one's face so that body of wall profile is neat at outside buttering, smooth surface, size is accurate.This utility model has the advantage that
(1) shockproof, overall performance good
Energy-conserving and environment-protective entirety compound sandwich light-weight building wall, the reinforcing bar using diameter 12mm links as being connected post 1 with main body, it is transversely provided with diameter 6mm steel tie, surface pulp shooting machine spray 40mm thickness M7.5 mortar makes body of wall molding, this body of wall forms an entirety with main body, has good shockproof properties.
(2) light weight
For fire prevention polystyrene material in the middle of this body of wall, whole metope load is lighter.
(3) intensity is high
Specialty Design body of wall internal structure, connects post 1 and saves other materials for wall and need at body of wall corner, lintel, the connection post of 3 meters of eminences of body of wall and lintel, comprehensive guarantee body of wall bending resistance, anti-folding, shock resistance, the excellent performance of collapse resistance load.
(4) the most cost-effective
If being just considered as this body of wall when design to carry out Structure Calculation, the cost of agent structure can be greatly reduced.
(5) building usable floor area increases
Thickness of wall body is thinning, and in the case of construction area is identical, the usable floor area of building increases, and usable floor area coefficient improves, and can be Construction Party and user brings maximum benefit and material benefit.General interior wall is 120mm, 150mm, and exterior wall is 150mm, 180mm.
(6) environmental protection and energy saving
Interior aid system: by flame-retardant polystyrene fill constitute, insulation, heat insulation, sound insulation is more superior.
Outer aid system: according to regional difference, can add the material such as antifreezing agent, waterproofing agent in mortar cover, reaches National Fire A grade standard, impermeable, antifreeze, sun-proof, radioactivity is better than national standard.
(7) reduction of erection time, cost-effective
Site operation is convenient, flexible, installs constructional column one-shot forming in work progress, and other materials for wall of economization needs to build by laying bricks or stones into tiltedly stranding in work progress, builds intensity by laying bricks or stones and reaches the time that requirement could continue to construct, saves body of wall internal steel tie when building by laying bricks or stones simultaneously.Pre-buried water power can also be shifted to an earlier date, save secondary fluting expense and time so that production cost minimizes.
(8) this materials for wall carries out detection according to national standard and meets and exceed national standard
(1) shock resistance 35kg, 50 Secondary Shocks are without running through slight crack.
(2) sound insulation 120mm body of wall has exceeded traditional national standard more than 45 decibels, amount up to more than 60 decibels.
(3) fire prevention reaches National Fire A grade standard.
Claims (10)
1. an energy-conserving and environment-protective entirety compound sandwich light-weight building wall, it is characterized in that body of wall by: connect post (1), reinforcing bar, laterally steel tie (2), cystosepiment (5), fixing net (6) and outer wall layers are constituted, connecting post (1) is the main framing within body of wall, body of wall is formed by fixing on implantation reinforcing bar to the structural beams or plate of building body by the top and bottom connecting post (1), connect and be filled with cystosepiment (5) between post (1), the top layer, two sides of cystosepiment (5) is provided with horizontal steel bar clamping and fixes, laterally the surface of steel tie (2) is installed with fixing net (6), outer wall layers is covered on cystosepiment (5) two outer surface and submergence is fixed net (6) and formed the exterior wall surface of body of wall.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 1, it is characterized in that vertical connection post reinforcing bar (3) that described connection post (1) is stood by two parallel phases, level connection joint distributing reinforcement (4) between two vertical connections post reinforcing bar (3) and concreting are constituted, described outer wall layers is by watering the screed (7) built up and the mortar face (8) being applied to screed (7) outer surface layer is constituted, screed (7) is covered on cystosepiment (5) outer surface and net (6) is fixed in submergence, mortar face (8) is applied to screed (7) surface and troweling is levelling.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 2, it is characterised in that described distributing reinforcement (4) is that several in the vertical directions are uniformly distributed in vertical connection between post reinforcing bar (3).
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 1, it is characterised in that described horizontal tension rib be divided into some equably from high to low horizontal distribution connect the vertical of process connect post reinforcing bar (3).
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 1, the spacing range that it is characterized in that described adjacent connection post (1) is between 200mm～1500mm, and the spacing range of described adjacent horizontal tension rib is between 500mm～600mm.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 2, it is characterised in that extend to the depth bounds in building body when described vertical connection post reinforcing bar (3) and horizontal steel tie (2) connecting building main body not less than 5cm.
7. according to a kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall described in claim 1～6 any one, it is characterized in that described connection post (1) is that concrete connects post, channel-section steel, square steel or square tube, described cystosepiment (5) is flame-retardant polystyrene cystosepiment, and described fixing net (6) is steel wire.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 7, it is characterized in that described building wall also includes door and window peristome, door and window peristome does not contains flame-retardant polystyrene cystosepiment, the surrounding body of wall edge of door and window peristome steel wire parcel covers the full mortar molding of after-pouring, and the thickness of described door and window peristome is not less than 5cm.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 8, it is characterized in that screed (7) is formed by using the mortar of more than M7.5 to pour thickness between 15mm～30mm, and mortar can add antifreezing agent and or waterproofing agent mixing.
A kind of energy-conserving and environment-protective entirety compound sandwich light-weight building wall the most according to claim 9, it is characterised in that described mortar face (8) is floating for the thickness formation between 5mm～25mm by the cement mortar using M5.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110005221A (en) * | 2019-04-16 | 2019-07-12 | 济宁乡居美建建筑科技有限公司 | A kind of fully assembled overall perfusion whitewashing compound house and its method of construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110005221A (en) * | 2019-04-16 | 2019-07-12 | 济宁乡居美建建筑科技有限公司 | A kind of fully assembled overall perfusion whitewashing compound house and its method of construction |
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