CN106747139A - A kind of preparation of assembled foam concrete plate enclosure wall and construction method - Google Patents
A kind of preparation of assembled foam concrete plate enclosure wall and construction method Download PDFInfo
- Publication number
- CN106747139A CN106747139A CN201611123520.7A CN201611123520A CN106747139A CN 106747139 A CN106747139 A CN 106747139A CN 201611123520 A CN201611123520 A CN 201611123520A CN 106747139 A CN106747139 A CN 106747139A
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- China
- Prior art keywords
- foam concrete
- enclosure wall
- ecc
- concrete plate
- slurries
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—Aluminous cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/28—Fire resistance, i.e. materials resistant to accidental fires or high temperatures
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/52—Sound-insulating materials
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Abstract
Preparation and construction method the invention discloses a kind of assembled foam concrete plate enclosure wall, the preparation method of assembled foam concrete plate enclosure wall comprise the following steps：Prepare foam；Precast foam concrete sheet forming；Prepare ECC slurries A；Prepare ECC slurries B.The construction method of assembled foam concrete plate enclosure wall comprises the following steps：By prefabricated foam concrete sheet forming by being placed on wallboard, while using boat nail solid point, side is inserted in order；Fill groove；Reinforcing bar is inserted by the hole that open in the middle of wallboard；Removal surface floating dust；Wipe one's face；Water seasoning.The deformability of the assembled foam concrete plate enclosure wall, refractory ability, cracking resistance, energy-dissipating property, erosion-resisting characteristics, shock resistance, water absorption resistance energy, shearing resistance and bearing capacity ratio improve 40% before reinforcing, while further enhancing the insulation of foam concrete, sound insulation value.
Description
Technical field
The present invention relates to building engineering field, the specifically a kind of preparation and construction of assembled foam concrete plate enclosure wall
Method.
Background technology
Development assembled architecture is one of emphasis of construction industry reform in recent years, used as the foam concrete of fender member
Wallboard production technology is highly developed, and future will play bigger effect in housing industrialization industry.Foam concrete
The construction method of wallboard has insertion Joint Re-bar Construction and bolt to fix construction method, wherein insertion Joint Re-bar Construction is setting
It is all more convenient in meter, processing, fixing link.At the same time, foam concrete is used as a kind of new energy saving and environment friendly building
Material, domestic and foreign scholars have done substantial amounts of research and development to it, foamed concrete material have small density, light weight, insulation, every
The advantages of sound, antidetonation, but also there is certain defect, such as low strength, easy to crack, water suction in it.
The content of the invention
Preparation and construction method it is an object of the invention to provide a kind of assembled foam concrete plate enclosure wall, to solve
The problem proposed in certainly above-mentioned background technology.
To achieve the above object, the present invention provides following technical scheme：
A kind of preparation of assembled foam concrete plate enclosure wall and construction method, it comprises the following steps：
1) foam is prepared：Using air pump aerating, in the water that ratio is weighed and foaming agent addition foaming machine, pressurizeed by air pump
To 0.5-1.5Mpa, then by foaming mechanism detailed information is small, uniform, viscosity is good and the foam of stabilization；
2) precast foam concrete sheet forming：Various raw materials are put into after being stirred in machine, add above-mentioned foam, carried out
The built-in uniform cast-in-place construction of reinforcing bar or mould molding, it is floating after standing 25 minutes, then standard curing room is put into extremely after standing one day
Experiment age, obtain foam concrete sheet forming；
3) preparing ECC slurries A, the ECC slurries A includes following components：Between cement, flyash, Sha Heshui, and raw material
Match ratio is：Cement：Flyash：Sand：Water=0.5-1.5:1-2:0.8-1.3:0.5-1.2；
4) preparing ECC slurries B, the ECC slurries B includes following components：Between cement, flyash, Sha Heshui, and raw material
Match ratio is：Cement：Flyash：Sand：Water=0.5-1.5:1-2:0.8-1.3:0.5-1.2.
As further scheme of the invention：The step 1) 0.8Mpa is forced into by air pump.
As further scheme of the invention：The step 2) in raw material include following components：Sulphate aluminium cement,
Flyash, dry powder and mortar, additive, polypropylene fibre.
As further scheme of the invention：The flyash quality is the 32% of dry powder and mortar quality, additive matter
It is the 5 ‰ of sulphate aluminium cement quality to measure, and polypropylene fibre quality is the 1 ‰ of sulphate aluminium cement quality.
As further scheme of the invention：The ECC slurries A includes following components：Cement, flyash, Sha Heshui,
And the match ratio between raw material is：Cement：Flyash：Sand：Water=1:1.5:0.9:0.8.
As further scheme of the invention：The ECC slurries B includes following components：Cement, flyash, Sha Heshui,
And the match ratio between raw material is：Cement：Flyash：Sand：Water=1:1.5:0.9:0.8.
A kind of construction method of assembled foam concrete plate enclosure wall, it comprises the following steps：
First, by prefabricated foam concrete sheet forming by being placed on wallboard, while using boat nail solid point, side is inserted in order；
2nd, groove is filled：Since below ECC slurries A is irrigated in the elongated slot of plate Yu plate junction with filling device；
3rd, reinforcing bar is inserted in the hole by being open in the middle of wallboard；
4th, defoam concrete slab enclosure wall surface floating dust；
5th, wipe one's face：ECC slurries B is applied in foam concrete plate enclosure wall outside and floating, formation is wiped one's face and gone along with sb. to guard him
Wall；
6th, to the foam concrete plate enclosure wall water seasoning at least surrounding.
As further scheme of the invention：The smearing thickness of the ECC slurries B is 10-20mm.
As further scheme of the invention：The step one corrects wallboard flatness and hangs down using guiding ruler when mounted
Straight degree.
Compared with prior art, the beneficial effects of the invention are as follows：
Of the invention enhancing by rational proportion design and built-in treated reinforcing bar successfully solves foam concrete
The problem of low intensity, realizes making it possible that the scale of foam concrete profiled sheeting is prefabricated while high-strength light, in essence
Greatly improved while letter preparation and mounting process and used function, met national related raising prefabrication and assembly construction rate and energy-conserving and environment-protective
Encouragement policy.The globality of ECC notches grouting reinforced assembly formula foamed concrete plate so that link more reliable；ECC is starched
Outside is wiped one's face and significantly improves deformability, refractory ability, cracking resistance, the consumption of assembled foam concrete plate enclosure wall in vivo
40% can be improved before the reinforcing of performance, erosion-resisting characteristics, shock resistance, water absorption resistance energy, shearing resistance and bearing capacity ratio, while entering one
Step enhances the original insulation of foam concrete, sound insulation value, has taken into account the economy of reinforcing and has effectively reduced resource consumption,
Also can operate with safe class and use functional requirement assembled architecture higher.
Brief description of the drawings
Accompanying drawing 1 is the embodiment schematic perspective view after assembled foam concrete profiled sheeting of the present invention assembly.
ECC vertical notch grouting schematic diagrames when accompanying drawing 2 is assembled precast foam concrete profiled sheeting of the present invention.
The assembled foam concrete enclosure wall ECC of accompanying drawing 3 wipe one's face after embodiment schematic perspective view.
Accompanying drawing 4 is the A-A directions sectional view of accompanying drawing 3.
Wherein：1- foam concrete sheet formings；2-ECC slurries A；3- wipes one's face enclosure wall.
Specific embodiment
The technical scheme of this patent is described in more detail with reference to specific embodiment.
Refer to Fig. 1-4, a kind of preparation method of assembled foam concrete plate enclosure wall, it comprises the following steps：
1) foam is prepared：Using air pump aerating, in the water that ratio is weighed and foaming agent addition foaming machine, pressurizeed by air pump
To 0.5-1.5Mpa, then by foaming mechanism detailed information is small, uniform, viscosity is good and the foam of stabilization；
Preferably, the step 1) 0.8Mpa is forced into by air pump；
2) precast foam concrete sheet forming 1：Various raw materials are put into after being stirred in machine, add above-mentioned foam, entered
The built-in uniform cast-in-place construction of reinforcing bar of row or mould molding, it is floating after standing 25 minutes, then standard curing room is put into after standing one day
To experiment age, foam concrete sheet forming 1 is obtained；
Preferably, the raw material includes following components：It is sulphate aluminium cement, flyash, dry powder and mortar, additive, poly-
Tacryl, and flyash quality is the 32% of dry powder and mortar quality, additive quality is the 5 ‰ of sulphate aluminium cement quality,
Polypropylene fibre quality is the 1 ‰ of sulphate aluminium cement quality；Foam concrete sheet forming 1 pours preceding built-in treated
Reinforcing bar strengthens；The raising of fly ash content can strengthen the mobility of foam concrete, and the increase of polypropylene fibre content contributes to
Improve the pull resistance of foam concrete sheet forming 1；
3) prepare ECC slurries A2, ECC slurry A2 refer to ductility cement-base composite material high, the ECC slurries A2 include with
Lower component：Match ratio between cement, flyash, Sha Heshui, and raw material is：Cement：Flyash：Sand：Water=0.5-1.5:1-2:
0.8-1.3:0.5-1.2；
Preferably, the ECC slurries A2 includes following components：Cooperation between cement, flyash, Sha Heshui, and raw material
Than for：Cement：Flyash：Sand：Water=1:1.5:0.9:0.8；
4) it refers to ductility cement-base composite material high to prepare ECC slurries B, ECC slurry B, and the ECC slurries B includes following
Component：Match ratio between cement, flyash, Sha Heshui, and raw material is：Cement：Flyash：Sand：Water=0.5-1.5:1-2:
0.8-1.3:0.5-1.2；
Preferably, the ECC slurries B includes following components：Match ratio between cement, flyash, Sha Heshui, and raw material
For：Cement：Flyash：Sand：Water=1:1.5:0.9:0.8.
A kind of construction method of assembled foam concrete plate enclosure wall, it comprises the following steps：
First, by prefabricated foam concrete sheet forming 1 by being placed on wallboard, while using boat nail solid point, side is inserted in order；
And correct wallboard flatness and perpendicularity using guiding ruler when installing；
2nd, groove is filled：Since below ECC slurries A2, ECC slurry is irrigated in the elongated slot of plate Yu plate junction with filling device
Body A2 is in liquid shape, is flowed down by deadweight closely knit；
3rd, reinforcing bar is inserted in the hole by being open in the middle of wallboard, and foam concrete sheet forming 1 is clamped securely into wall
On plate；
4th, defoam concrete slab enclosure wall surface floating dust, and foam concrete plate enclosure wall is by multiple foam coagulations
What earth forming sheet material 1 was spliced；
5th, wipe one's face：ECC slurries B is applied in foam concrete plate enclosure wall outside and floating, formation is wiped one's face enclosure wall
3；
Preferably, the smearing thickness of the ECC slurries B is 10-20mm；
6th, to the foam concrete plate enclosure wall water seasoning at least surrounding.
Operation principle of the invention is：The present invention is enhanced to by rational proportion design and built-in treated reinforcing bar
Work(solves the problems, such as foam concrete low intensity, so that the scale of foam concrete profiled sheeting while realizing high-strength light
It is prefabricated to be possibly realized, greatly improved while preparation and mounting process is simplified and used function, meet national related raising pre-
Assembly rate processed and the encouragement political affairs of energy-conserving and environment-protective；The globality of ECC notches grouting reinforced assembly formula foamed concrete plate so that even
Knot is more reliable.ECC slurries wipe one's face significantly improve the deformability of assembled foam concrete plate enclosure wall, refractory ability,
Cracking resistance, energy-dissipating property, erosion-resisting characteristics, shock resistance, water absorption resistance energy, shearing resistance and bearing capacity ratio are improved before reinforcing
40%, while further enhancing the original insulation of foam concrete, sound insulation value, take into account the economy of reinforcing and effectively dropped
Low resource consumption.
The better embodiment to this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, in the ken that one skilled in the relevant art possesses, can also be on the premise of this patent objective not be departed from
Make a variety of changes.
Claims (9)
1. a kind of preparation method of assembled foam concrete plate enclosure wall, it is characterised in that it comprises the following steps：
1) foam is prepared：Using air pump aerating, in the water that ratio is weighed and foaming agent addition foaming machine, it is forced into by air pump
0.5-1.5Mpa, then by foaming mechanism detailed information is small, uniform, viscosity is good and the foam of stabilization；
2) precast foam concrete sheet forming (1)：Various raw materials are put into after being stirred in machine, add above-mentioned foam, carried out
The built-in uniform cast-in-place construction of reinforcing bar or mould molding, it is floating after standing 25 minutes, then standard curing room is put into extremely after standing one day
Experiment age, obtain foam concrete sheet forming (1)；
3) ECC slurries A (2) are prepared, the ECC slurries A (2) is including following components：Between cement, flyash, Sha Heshui, and raw material
Match ratio be：Cement：Flyash：Sand：Water=0.5-1.5:1-2:0.8-1.3:0.5-1.2；
4) preparing ECC slurries B, the ECC slurries B includes following components：Cooperation between cement, flyash, Sha Heshui, and raw material
Than for：Cement：Flyash：Sand：Water=0.5-1.5:1-2:0.8-1.3:0.5-1.2.
2. the preparation method of assembled foam concrete plate enclosure wall according to claim 1, it is characterised in that the step
It is rapid that 0.8Mpa 1) is forced into by air pump.
3. the preparation method of assembled foam concrete plate enclosure wall according to claim 1, it is characterised in that the step
It is rapid 2) in raw material include following components：Sulphate aluminium cement, flyash, dry powder and mortar, additive, polypropylene fibre.
4. the preparation method of assembled foam concrete plate enclosure wall according to claim 3, it is characterised in that the powder
Coal ash quality is the 32% of dry powder and mortar quality, and additive quality is the 5 ‰ of sulphate aluminium cement quality, polypropylene fibre quality
It is the 1 ‰ of sulphate aluminium cement quality.
5. the preparation method of assembled foam concrete plate enclosure wall according to claim 1, it is characterised in that described
ECC slurries A (2) are including following components：Match ratio between cement, flyash, Sha Heshui, and raw material is：Cement：Flyash：Sand：
Water=1:1.5:0.9:0.8.
6. the preparation method of assembled foam concrete plate enclosure wall according to claim 1, it is characterised in that described
ECC slurries B includes following components：Match ratio between cement, flyash, Sha Heshui, and raw material is：Cement：Flyash：Sand：Water
=1:1.5:0.9:0.8.
7. a kind of construction method of assembled foam concrete plate enclosure wall as described in claim 1-6 is any, its feature exists
In it comprises the following steps：
First, by prefabricated foam concrete sheet forming (1) by being placed on wallboard, while using boat nail solid point, side is inserted in order；
2nd, groove is filled：Since below ECC slurries A (2) are irrigated in the elongated slot of plate Yu plate junction with filling device；
3rd, reinforcing bar is inserted in the hole by being open in the middle of wallboard；
4th, defoam concrete slab enclosure wall surface floating dust；
5th, wipe one's face：ECC slurries B is applied in foam concrete plate enclosure wall outside and floating, formation is wiped one's face enclosure wall (3)；
6th, to the foam concrete plate enclosure wall water seasoning at least surrounding.
8. the construction method of assembled foam concrete plate enclosure wall according to claim 7, it is characterised in that described
The smearing thickness of ECC slurries B is 10-20mm.
9. the construction method of assembled foam concrete plate enclosure wall according to claim 7, it is characterised in that the step
Rapid one corrects wallboard flatness and perpendicularity using guiding ruler when mounted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611123520.7A CN106747139A (en) | 2016-12-08 | 2016-12-08 | A kind of preparation of assembled foam concrete plate enclosure wall and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611123520.7A CN106747139A (en) | 2016-12-08 | 2016-12-08 | A kind of preparation of assembled foam concrete plate enclosure wall and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106747139A true CN106747139A (en) | 2017-05-31 |
Family
ID=58881755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611123520.7A Pending CN106747139A (en) | 2016-12-08 | 2016-12-08 | A kind of preparation of assembled foam concrete plate enclosure wall and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006346A (en) * | 2021-03-12 | 2021-06-22 | 华侨大学 | Novel integral shear wall structure of prefabricated assembly |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002227320A (en) * | 2001-02-01 | 2002-08-14 | Tesuku:Kk | Outside heat insulation building constructed of reinforced concrete |
| CN2725402Y (en) * | 2004-09-02 | 2005-09-14 | 庄祖明 | Light wall board having grooved tenon joining structure |
| CN101761183A (en) * | 2010-03-02 | 2010-06-30 | 成都芙蓉新型建材有限公司 | Hollow partitioning wall slab and installing method thereof |
| CN103304261A (en) * | 2013-06-19 | 2013-09-18 | 河南华泰建材开发有限公司 | Light-weight foamed concrete building component and production method thereof |
| CN203684440U (en) * | 2013-09-02 | 2014-07-02 | 吴淑环 | Assembled external insulation wall |
-
2016
- 2016-12-08 CN CN201611123520.7A patent/CN106747139A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002227320A (en) * | 2001-02-01 | 2002-08-14 | Tesuku:Kk | Outside heat insulation building constructed of reinforced concrete |
| CN2725402Y (en) * | 2004-09-02 | 2005-09-14 | 庄祖明 | Light wall board having grooved tenon joining structure |
| CN101761183A (en) * | 2010-03-02 | 2010-06-30 | 成都芙蓉新型建材有限公司 | Hollow partitioning wall slab and installing method thereof |
| CN103304261A (en) * | 2013-06-19 | 2013-09-18 | 河南华泰建材开发有限公司 | Light-weight foamed concrete building component and production method thereof |
| CN203684440U (en) * | 2013-09-02 | 2014-07-02 | 吴淑环 | Assembled external insulation wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006346A (en) * | 2021-03-12 | 2021-06-22 | 华侨大学 | Novel integral shear wall structure of prefabricated assembly |
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Application publication date: 20170531 |
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