CN107366369A - A kind of new high shock resistance energy water proof exterior wall and its construction method - Google Patents
A kind of new high shock resistance energy water proof exterior wall and its construction method Download PDFInfo
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- CN107366369A CN107366369A CN201710727802.6A CN201710727802A CN107366369A CN 107366369 A CN107366369 A CN 107366369A CN 201710727802 A CN201710727802 A CN 201710727802A CN 107366369 A CN107366369 A CN 107366369A
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- wall
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- water proof
- shock resistance
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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
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Abstract
The invention discloses a kind of new high shock resistance energy water proof exterior wall and its construction method.The present invention is made up of supporting member, filling wall and its outside waterproof wall.Wall and outside waterproof wall are filled on the inside of being set between supporting member, supporting member helps armored concrete water proof exterior wall with waterproof wall on the outside of filling wall using armored concrete is jointly cast-in-place, and high shock resistance energy double wall is collectively formed by being reliably connected between all steel reinforced concrete water proof exterior wall and filling wall.The novel external wall water resistance is good, antidetonation has multi-way prevention, performance protrudes, and the present invention is respectively provided with significance for external wall waterproof and antidetonation.
Description
Technical field：
The present invention relates to technical field of buildings, specially a kind of new high shock resistance energy water proof exterior wall, belong to external wall
Waterproof, building aseismicity and assembled architecture technical field.
Background technology：
As China's urban construction continues to develop, the security and service life of architectural engineering are more and more concerned.Building
Use function of the external wall waterproof to building has very important effect, especially under the requirement of building energy conservation, the effect of waterproof
It is more and more important.But due to increase, the blast increasing of the multifarious development of external wall, and depth of building, cause exterior wall
Percolation ratio increases, and reduces use function and thermal and insulating performance of the exterior wall as building enclosure, also causes exterior wall service life
Shortening.Therefore the water resistance of external wall is more and more paid attention to.
In skyscraper, structure type largely all uses frame structure, shear wall structure and frame-shear-wall structure,
Exterior wall is only partly reinforced concrete shear wall, and remaining most of filling wall is masonry wall.However, because armored concrete is cut
Power wall is two kinds of different materials from filling wall, and both have differences linear expansion coefficient, and the contraction distortion of two kinds of materials is asynchronous,
So as to produce Interface Crack, the problem of further causing exterior wall leakage.
At present, domestic external wall waterproof patent is typically realized by external wall structure waterproof or brushing exterior wall waterproofing coating
External wall waterproof.
Wang Zhong discloses a kind of external wall waterproof construction (Authorization Notice No.：The U of CN 206070765, application number：
201621102792.4), the outside of the external wall wall body structure includes successively from inside to outside：Wall body structure layer；It is arranged on
Screed-coat on the wall body structure layer；The flexible waterproof layer being arranged on the screed-coat；It is arranged on the flexible waterproof layer
On surface layer；The indoor of external wall wall body structure includes successively from inside to outside：Wall body structure layer；It is arranged on the wall knot
Screed-coat on structure layer；The inorganic waterproof and dampproof layer of scale aqueous epoxide resin paint being arranged on the screed-coat.The building
Exterior wall has inside and outside twice waterproof construction, simple in construction, there is good water proof anti-seepage effect.
Luan Yinfeng etc. discloses a kind of external wall waterproof structure (application publication number：The A of CN 103924690, application number：
201410167693.3), the external wall waterproof structure, including polymer cement waterproof paint layer, seam knit mylar and water-proofing anticracking
Screed, polymer cement waterproof paint layer are coated on insulating layer of external wall or screed-coat, and the seam knits mylar and is pasted onto polymerization
On thing cement waterproof paint layer, water-proofing anticracking mortar layer is coated in the seam and knitted on mylar.The external wall waterproof structure is not easy to be broken
Bad, waterproof effect is preferable.
Xu Desheng discloses a kind of external wall water-repellent paint and preparation method thereof (application publication number：CN 105062297
A, application number：201510563153.1), the exterior wall waterproofing coating includes silicone binder, butyl glycidyl ether and nanometer light
The components such as catalyst material.The external wall water-repellent paint, the ventilative hydrophobic with certain depth can be formed on external wall
Film, prevent the invasion of moisture.
Above Query Result shows that current domestic external wall waterproof predominantly stays in simple outer veneer of wall stage, very great Cheng
Relied on degree on exterior wall and multilayer flashing layer be simply provided or simply brushing water-repellent paint realizes external wall waterproof in exterior wall,
The rigid waterproofing mode program of this kind of setting multilayer flashing layer is various, and construction is complicated, and without ductility；And the flexibility of coating water-proof
Waterproof type is affected by temperature larger, and construction quality is not easy to ensure, and may discharge pernicious gas, does not take into full account reinforcing bar
Concrete shear force wall produces Interface Crack so as to cause outer wall cracking seepage from filling both walls because linear expansion coefficient is different
Problem, it can not eradicate always the problem of external wall waterproof.
On the other hand, China is the multiple country of earthquake, and anti-vibration defense lines are particularly important, and anti-vibration defense lines are more, is more beneficial to protect
Hinder the people's lives and property safety.Shear wall structure is also deposited because the advantages that its anti-side rigidity is big, sidesway is small is used widely
In many problems.
Traditional shear wall structure fills wall with it and forms 2 anti-vibration defense lines.During coming earthquake, filling wall is as first
Road anti-vibration defense lines earthquake energy, after filling wall destroys, shear wall is as second anti-vibration defense lines earthquake energy.So
And the construction quality for filling wall is very different, filling wall, which does not play a role, sometimes just first destroys, and shear wall is as unique one
The direct earthquake energy of road anti-vibration defense lines, due to the complexity of structural seismic system, failure mode and position are unpredictable, people
The security of the lives and property of the people can not be to be fully ensured.
Gao Shuling etc. discloses a kind of manufacture method (Shen Qing Publication of the masonry wall with high shearing resistance and high shock resistance energy
Number：The A of CN 106592815, application number：201611112963.6), this method comprises the following steps：Brick is taken out, uses polyethylene
Alcohol fiber reinforced cement-based composite material is built by laying bricks or stones as masonry mortar using " 31 " masonry method；To wall after the completion of building by laying bricks or stones
The two sides of body is plastered, and motar is high-toughness material；Watering maintenance, Zhi Hou are carried out to wall in 1-7 days after plastering
Maintenance obtained masonry wall to 28 day age under outdoor environmental conditions.It the method improve the shear behavior and shock resistance of masonry wall
Energy.
Cheng Yuxiang etc. discloses a kind of seismic shear wall (U of Authorization Notice No. CN 203684455, application number：
201420057772.4), the shear wall includes edge member, antishock device and Wavy steel plate, is provided with inside shear wall anti-
Device is shaken, when earthquake is to attack, buffering is played a part of in the injury to caused by earthquake, mitigates the disaster of earthquake zone, antidetonation energy
Power is stronger.
Above Query Result shows that current domestic seismic structural wall, earthquake resistant wall predominantly stays in the stage of the reinforcement of single track anti-vibration defense lines, very
Providing fortification against earthquakes for structure is improved by the filling wall of enhancing single track anti-vibration defense lines or the anti-seismic performance of shear wall in big degree, and
Do not account for improving the anti-seismic performance of structure by the form by increase anti-vibration defense lines.It is this kind of by single anti-vibration defense lines
Structural seismic is carried out, unit cost needed for raising anti-seismic performance is higher, and increase rate is limited, and easily causes safety problem, together
When, leakage problems are easily caused using fabricated construction.
Study and analyze based on more than, propose a kind of new high shock resistance energy water proof exterior wall structure.This new high anti-seismic
Performance water proof exterior wall structure has 3 compound anti-vibration defense lines, anti-seismic performance enhancing, and safety stock improves.Meanwhile mixed using all steel muscle
Xtah Crude Clay structure is obviously improved the water resistance of external wall.
The content of the invention：
The technical problems to be solved by the invention are to provide a kind of new high shock resistance energy water proof exterior wall and its construction party
Method, the defects of to overcome existing building external wall waterproof, the problems such as antidetonation system defence line is single, realize wall collection buildings waterproof work(
The improvement of multi-functional that can be with 3 compound anti-vibration defense lines.
The present invention adopts the following technical scheme that：
A kind of new high shock resistance energy water proof exterior wall, it is made up of, is holding supporting member, filling wall and its outside waterproof wall
Wall and outside waterproof wall are filled in setting inner side between reconstructing part, and supporting member is mixed with waterproof wall on the outside of filling wall using reinforcing bar
Solidifying soil is jointly cast-in-place to help armored concrete water proof exterior wall, by being reliably connected between all steel reinforced concrete water proof exterior wall and filling wall
Collectively form high shock resistance energy double wall.
Described new high shock resistance energy water proof exterior wall, supporting member are shear wall or frame column.
Described new high shock resistance energy water proof exterior wall, wall can punch mouth or the mouth that do not punch according to design requirement.
Described new high shock resistance energy water proof exterior wall, the filling wall between supporting member is masonry wall, dry wall or wall
Plate, using scene build by laying bricks or stones or it is prefabricated by the way of be molded.
Described filling wall, can use scene build by laying bricks or stones, lift or assembled form of construction work.
Described filling wall, in outside, mine dam body is constructed before pouring, or is constructed after outside mine dam body pours.
Described filling wall, the connected mode of itself and the supporting member of both sides is is rigidly connected or is flexibly connected.
New high shock resistance energy water proof exterior wall Specific construction step is as follows：
(a) ground, floor slab construction：According to the good reinforcing bar after-pouring concrete formation of design requirement colligation；
(b) unwrapping wire positions：The axis of supporting member, outside waterproof wall and filling wall is determined with total powerstation or theodolite
Go out, the position of supporting member, the axial location of outside waterproof wall and filling wall is determined on ground or floor；
(c) prepares material：Material mainly includes Filled-wall material, reinforcing bar, commerical ready-mixed concrete and template；
(d) supporting members, outside waterproof wall construction：Supporting member, outside waterproof wall are full cast-type, and unwrapping wire is fixed
After position determines good position, by formwork after design requirement assembling reinforcement, last casting concrete is molded and conserved；
(e) fills wall construction：Wall is filled by design requirement construction at corresponding absolute altitude, filling wall and both sides supporting member
Entirety is linked to be by reliable connected mode, collectively forms high shock resistance energy double wall.
Compared with traditional architectural technology, the advantage of the invention is that：
(1) exterior wall is continuous all steel tendon concrete structure, and water resistance is obviously improved；
(2) cast-in-place concrete supporting member, waterproof wall and filling wall collectively form high shock resistance on the outside of cast-in-place concrete
Energy double wall, has 3 compound anti-vibration defense lines, the anti-seismic performance of building structure is greatly improved；
(3) when filling wall in inner side is first built by laying bricks or stones, it can reduce engineering as the template of outside cast in situ ferroconcrete wall body and make
Valency cost；
(4) bearing wall can be molded with outside waterproof wall one-piece casting, convenient and quick construction.
Brief description of the drawings：
A kind of Fig. 1 high shock resistance energy water proof exterior wall stereograms between shear wall
A kind of Fig. 2 high shock resistance energy water proof exterior wall front views between shear wall
A kind of Fig. 3 high shock resistance energy water proof exterior wall top views between shear wall
Fig. 4 is a kind of framework intercolumniation high shock resistance energy water proof exterior wall stereogram
Fig. 5 is a kind of framework intercolumniation high shock resistance energy water proof exterior wall front view
Fig. 6 is a kind of framework intercolumniation high shock resistance energy water proof exterior wall top view
A kind of Fig. 7 high shock resistance energy water proof exterior wall stereograms between frame column and shear wall
A kind of Fig. 8 high shock resistance energy water proof exterior wall front views between frame column and shear wall
A kind of Fig. 9 high shock resistance energy water proof exterior wall top views between frame column and shear wall
Figure 10 is the first embodiment (shear wall form) of new high shock resistance energy water proof exterior wall provided by the invention
Schematic perspective view；
Figure 11 is second of embodiment (frame column form) of new high shock resistance energy water proof exterior wall provided by the invention
Schematic perspective view；
Figure 12 is the third embodiment (frame column and shearing of new high shock resistance energy water proof exterior wall provided by the invention
Wall form) schematic perspective view.
Embodiment：
In order to which those skilled in the art can be better understood from technical scheme provided by the present invention, below in conjunction with reality
Applying example, the present invention is described in detail.
Embodiment 1 is using water proof exterior wall form between shear wall, and filling wall is masonry wall, and form of construction work is built by laying bricks or stones for scene；
Embodiment 2 uses framework intercolumniation water proof exterior wall form, and filling wall is precast wall body, and form of construction work is lifting；Embodiment 3 is adopted
With water proof exterior wall form between frame column and shear wall, filling wall is wallboard, and form of construction work is lifting, assembly.
Embodiment 1：
As shown in figure 1, described new high shock resistance energy water proof exterior wall, by shear wall (1), filling wall (3) and its outside
Waterproof wall (2) forms, and inner side filling wall (3) and outside waterproof wall (2) is set between shear wall (1), shear wall (1) is with filling out
Fill waterproof wall (2) on the outside of wall and help armored concrete water proof exterior wall, full reinforced concrete using armored concrete is jointly cast-in-place
Between native water proof exterior wall and filling wall (3) high shock resistance energy double wall is collectively formed by being reliably connected.
Described new high shock resistance energy water proof exterior wall, supporting member are shear wall (1).
Described new high shock resistance energy water proof exterior wall, wall punch mouth according to design requirement.
Described new high shock resistance energy water proof exterior wall, the filling wall (3) between shear wall (1) is masonry wall, using scene
The mode built by laying bricks or stones is molded.
Described filling wall (3), the form of construction work built by laying bricks or stones using scene.
Described filling wall (3), constructed after outside mine dam body (2) pours.
Described filling wall (3), the connected mode of itself and the shear wall (1) of both sides is flexible connection.
New high shock resistance energy water proof exterior wall Specific construction step is as follows：
(a) ground, floor slab construction：According to the good reinforcing bar after-pouring concrete formation of design requirement colligation；
(b) unwrapping wire positions：By shear wall (1), outside waterproof wall (2) and wall (3) is filled with total powerstation or theodolite
Axis is made, and the position of shear wall (1), the axial location of outside waterproof wall (2) and filling wall (3) is determined on ground or floor
Put；
(c) prepares material：Material mainly includes Filled-wall material, reinforcing bar, commerical ready-mixed concrete and template；
(d) shear walls (1), outside waterproof wall (2) construction：Shear wall (1), outside waterproof wall (2) are complete cast-in-place
Formula, after unwrapping wire positioning determines good position, by formwork after design requirement assembling reinforcement, last casting concrete is molded and conserved；
(e) fills wall (3) construction：Wall (3) is filled by design requirement construction at corresponding absolute altitude, filling wall (3) and both sides
Shear wall (1) is linked to be entirety by reliable flexible connection mode, collectively forms high shock resistance energy double wall.
Embodiment 2：
As shown in figure 4, described new high shock resistance energy water proof exterior wall, by frame column (4), filling wall (3) and its outside
Waterproof wall (2) forms, and inner side filling wall (3) and outside waterproof wall (2) is set between frame column (4), frame column (4) is with filling out
Fill waterproof wall (2) on the outside of wall and help armored concrete water proof exterior wall, full reinforced concrete using armored concrete is jointly cast-in-place
Between native water proof exterior wall and filling wall (3) high shock resistance energy double wall is collectively formed by being reliably connected.
Described new high shock resistance energy water proof exterior wall, supporting member are frame column (4).
Described new high shock resistance energy water proof exterior wall, wall punch mouth according to design requirement.
Described new high shock resistance energy water proof exterior wall, the filling wall (3) between frame column (4) is dry wall, and use is prefabricated
Mode be molded.
Described filling wall (3), using the form of construction work of on-site hoisting.
Described filling wall (3), constructed after outside mine dam body (2) pours.
Described filling wall (3), the connected mode of itself and the frame column (4) of both sides is flexible connection.
New high shock resistance energy water proof exterior wall Specific construction step is as follows：
(a) ground, floor slab construction：According to the good reinforcing bar after-pouring concrete formation of design requirement colligation；
(b) unwrapping wire positions：By frame column (4), outside waterproof wall (2) and wall (3) is filled with total powerstation or theodolite
Axis is made, and supporting frame post (4), the axial location of outside waterproof wall (2) and filling wall (3) are determined on ground or floor
Position；
(c) prepares material：Material mainly includes Filled-wall material, reinforcing bar, commerical ready-mixed concrete and template；
(d) frame columns (4), outside waterproof wall (2) construction：Frame column (4), outside waterproof wall (2) are complete cast-in-place
Formula, after unwrapping wire positioning determines good position, by formwork after design requirement assembling reinforcement, last casting concrete is molded and conserved；
(e) fills wall (3) construction：Wall (3) is filled by design requirement construction at corresponding absolute altitude, filling wall (3) and both sides
Frame column (4) is linked to be entirety by reliable flexible connection mode, collectively forms high shock resistance energy double wall.
Embodiment 3：
As shown in fig. 7, described new high shock resistance energy water proof exterior wall, by shear wall (1), frame column (4), filling wall
(3) and its outside waterproof wall (2) forms, and sets inner side filling wall (3) and outside to prevent between shear wall (1) and frame column (4)
Waterwall body (2), shear wall (1), frame column (4) and waterproof wall (2) on the outside of filling wall are jointly cast-in-place using armored concrete
Armored concrete water proof exterior wall is helped, is collectively formed between all steel reinforced concrete water proof exterior wall and filling wall (3) by being reliably connected
High shock resistance energy double wall.
Described new high shock resistance energy water proof exterior wall, supporting member are shear wall (1), frame column (4).
Described new high shock resistance energy water proof exterior wall, wall punch mouth according to design requirement.
Described new high shock resistance energy water proof exterior wall, the filling wall (3) between shear wall (1) and frame column (4) are wallboard,
It is molded by the way of prefabricated.
Described filling wall (3), using on-site hoisting, assembled form of construction work.
Described filling wall (3), constructed after outside mine dam body (2) pours.
Described filling wall (3), it is flexible connection with the shear wall (1) of both sides, the connected mode of frame column (4).
New high shock resistance energy water proof exterior wall Specific construction step is as follows：
(a) ground, floor slab construction：According to the good reinforcing bar after-pouring concrete formation of design requirement colligation；
(b) unwrapping wire positions：With total powerstation or theodolite by shear wall (1), frame column (4), outside waterproof wall (2) and
The axis of filling wall (3) is made, and load-bearing shear wall (1), frame column (4), outside waterproof wall (2) are determined on ground or floor
Axial location and filling wall (3) position；
(c) prepares material：Material mainly includes Filled-wall material, reinforcing bar, commerical ready-mixed concrete and template；
(d) shear walls (1), frame column (4), outside waterproof wall (2) construction：Shear wall (1), frame column (4), outside
Waterproof wall (2) is full cast-type, after unwrapping wire positioning determines good position, by formwork after design requirement assembling reinforcement, is finally poured
Concrete formation simultaneously conserves；
(e) fills wall (3) construction：Wall (3) is filled by design requirement construction at corresponding absolute altitude, filling wall (3) and both sides
Shear wall (1), frame column (4) are linked to be entirety by reliable flexible connection mode, collectively form high shock resistance energy double wall.
Above-mentioned embodiment is merely to illustrate more preferably several schemes of the application, and the protection domain of the application is not formed
Any restrictions, those skilled in the art carries out common variations and alternatives in the range of the application should all be included in the application's
Within protection domain.
Claims (8)
1. a kind of new high shock resistance energy water proof exterior wall, it is characterized in that：By supporting member, filling wall and its outside waterproof wall group
Into filling wall and outside waterproof wall, supporting member are adopted with waterproof wall on the outside of filling wall on the inside of setting between supporting member
Armored concrete water proof exterior wall is helped with armored concrete is jointly cast-in-place, is passed through between all steel reinforced concrete water proof exterior wall and filling wall
It is reliably connected and collectively forms high shock resistance energy double wall.
2. a kind of new high shock resistance energy water proof exterior wall according to claim 1, it is characterized in that：Supporting member is shear wall
Or frame column.
3. a kind of new high shock resistance energy water proof exterior wall according to claim 1, it is characterized in that：Wall can be wanted according to design
Ask punch mouth or the mouth that do not punch.
4. a kind of new high shock resistance energy water proof exterior wall according to claim 1, it is characterized in that：Filling between supporting member
Wall is masonry wall, dry wall or wallboard, using scene build by laying bricks or stones or it is prefabricated by the way of be molded.
5. filling wall according to claim 4, it is characterized in that：Filling wall can use scene build by laying bricks or stones, lift or assembled apply
Work mode.
6. filling wall according to claim 4, it is characterized in that：Filling wall is constructed before outside mine dam body pours, or
In outside, mine dam body is constructed after pouring.
7. filling wall according to claim 4, it is characterized in that：The connected mode for filling wall and the supporting member of both sides is firm
Property connection or flexible connection.
8. new high shock resistance energy water proof exterior wall Specific construction step is as follows：
(a) ground, floor slab construction：According to the good reinforcing bar after-pouring concrete formation of design requirement colligation；
(b) unwrapping wire positions：The axis of supporting member, outside waterproof wall and filling wall is made with total powerstation or theodolite,
The position of supporting member, the axial location of outside waterproof wall and filling wall is determined on ground or floor；
(c) prepares material：Material mainly includes Filled-wall material, reinforcing bar, commerical ready-mixed concrete and template；
(d) supporting members, outside waterproof wall construction：Supporting member, outside waterproof wall are full cast-type, and unwrapping wire positioning is true
It is positioned and postpones, by formwork after design requirement assembling reinforcement, last casting concrete is molded and conserved；
(e) fills wall construction：Wall is filled by design requirement construction at corresponding absolute altitude, filling wall passes through with both sides supporting member
Reliable connected mode is linked to be entirety, collectively forms high shock resistance energy double wall.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710727802.6A CN107366369B (en) | 2017-08-23 | 2017-08-23 | Waterproof outer wall with high anti-seismic performance and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710727802.6A CN107366369B (en) | 2017-08-23 | 2017-08-23 | Waterproof outer wall with high anti-seismic performance and construction method thereof |
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| CN107366369A true CN107366369A (en) | 2017-11-21 |
| CN107366369B CN107366369B (en) | 2020-07-31 |
Family
ID=60310526
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710727802.6A Active CN107366369B (en) | 2017-08-23 | 2017-08-23 | Waterproof outer wall with high anti-seismic performance and construction method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457402A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
| CN110593442A (en) * | 2019-08-19 | 2019-12-20 | 西南交通大学 | Building method of masonry infilled wall adaptive to deformation of external frame |
| CN113653211A (en) * | 2021-08-23 | 2021-11-16 | 中天建设集团有限公司 | Window wall structure and construction method |
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| CN102108749A (en) * | 2009-12-25 | 2011-06-29 | 吴方伯 | Light combined wall |
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| CN106836551A (en) * | 2017-01-02 | 2017-06-13 | 浙江泛华工程监理有限公司 | Infill Wall with Aerated Concrete Block construction method |
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
| CN207419749U (en) * | 2017-08-23 | 2018-05-29 | 湖南大学 | A kind of waterproof exterior wall of new high shock resistance |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108749A (en) * | 2009-12-25 | 2011-06-29 | 吴方伯 | Light combined wall |
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| CN106836551A (en) * | 2017-01-02 | 2017-06-13 | 浙江泛华工程监理有限公司 | Infill Wall with Aerated Concrete Block construction method |
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
| CN207419749U (en) * | 2017-08-23 | 2018-05-29 | 湖南大学 | A kind of waterproof exterior wall of new high shock resistance |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457402A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
| CN110593442A (en) * | 2019-08-19 | 2019-12-20 | 西南交通大学 | Building method of masonry infilled wall adaptive to deformation of external frame |
| CN113653211A (en) * | 2021-08-23 | 2021-11-16 | 中天建设集团有限公司 | Window wall structure and construction method |
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| Publication number | Publication date |
|---|---|
| CN107366369B (en) | 2020-07-31 |
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