CN107366369B - Waterproof outer wall with high anti-seismic performance and construction method thereof - Google Patents
Waterproof outer wall with high anti-seismic performance and construction method thereof Download PDFInfo
- Publication number
- CN107366369B CN107366369B CN201710727802.6A CN201710727802A CN107366369B CN 107366369 B CN107366369 B CN 107366369B CN 201710727802 A CN201710727802 A CN 201710727802A CN 107366369 B CN107366369 B CN 107366369B
- Authority
- CN
- China
- Prior art keywords
- wall
- waterproof
- filler
- resistance
- earthquake
- Prior art date
- 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.)
- Active
Links
Images
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a waterproof outer wall with high anti-seismic performance and a construction method thereof. The invention is composed of a bearing component, a filler wall and an outer waterproof wall body. An inner side infilled wall and an outer side waterproof wall are arranged between the bearing members, the bearing members and the outer side waterproof wall of the infilled wall are both cast in situ by reinforced concrete together to form an all-reinforced concrete waterproof outer wall, and the all-reinforced concrete waterproof outer wall and the infilled wall are connected reliably to form a high-earthquake-resistance double-layer wall together. The novel outer wall has good waterproof performance, multiple fortifications and outstanding performance in earthquake resistance, and has important significance for water resistance and earthquake resistance of the building outer wall.
Description
The technical field is as follows:
the invention relates to the technical field of buildings, in particular to a waterproof outer wall with high anti-seismic performance, and belongs to the technical field of waterproof, anti-seismic and assembled buildings of the outer wall of the building.
Background art:
with the continuous development of city construction in China, the safety and the service life of construction engineering are more and more concerned. The waterproof function of the building outer wall plays an important role in the using function of the building, and particularly the waterproof function is more and more important under the requirement of building energy conservation. However, due to the development of diversity of the outer wall of the building, the increase of the height of the building and the increase of wind pressure, the leakage rate of the outer wall is increased, the use function and the heat insulation performance of the outer wall as an enclosure structure are reduced, and the service life of the outer wall is shortened. Therefore, the waterproof performance of the building outer wall is more and more emphasized.
In a high-rise building, most of the structural forms adopt a frame structure, a shear wall structure and a frame shear wall structure, only part of an outer wall is a reinforced concrete shear wall, and most of the rest filling walls are masonry walls. However, the reinforced concrete shear wall and the filler wall are made of two different materials, the linear expansion coefficients of the two materials are different, and the two materials are not synchronous in shrinkage deformation, so that interface cracks are generated, and the problem of outer wall leakage is further caused.
At present, the domestic outer wall waterproof patents generally realize outer wall waterproofing by waterproofing an outer wall structure or painting outer wall waterproof paint.
Wangzhi discloses a waterproof structure of an outer wall of a building (grant No. CN 206070765U, application No. 201621102792.4), the outdoor side of the wall structure of the outer wall of the building sequentially comprises from inside to outside: a wall structure layer; the leveling layer is arranged on the wall structure layer; the flexible waterproof layer is arranged on the leveling layer; the surface layer is arranged on the flexible waterproof layer; the indoor side of building outer wall structure includes from inside to outside in proper order: a wall structure layer; the leveling layer is arranged on the wall structure layer; and the inorganic scale water-based epoxy resin coating waterproof and moistureproof layer is arranged on the leveling layer. The building outer wall has an inner waterproof structure and an outer waterproof structure, is simple in structure and has good waterproof and anti-permeability effects.
Koelreuteria paniculata et al disclose an external wall waterproof structure (application publication No. CN 103924690A, application No. 201410167693.3), comprising a polymer cement waterproof coating layer, a sewed polyester cloth and a waterproof anti-crack mortar layer, wherein the polymer cement waterproof coating layer is coated on an external wall heat insulation layer or a leveling layer, the sewed polyester cloth is pasted on the polymer cement waterproof coating layer, and the waterproof anti-crack mortar layer is coated on the sewed polyester cloth. This outer wall waterproof construction is difficult destroyed, and water-proof effects is better.
Xudhosheng discloses a building exterior wall waterproof coating and a preparation method thereof (application publication No. CN 105062297A, application No. 201510563153.1), wherein the exterior wall waterproof coating comprises components such as an organic silicon base material, butyl glycidyl ether, a nano photocatalyst material and the like. The waterproof coating for the outer wall of the building can form a breathable hydrophobic film with a certain depth on the outer wall of the building to prevent the invasion of moisture.
The query results show that at present, the domestic and foreign wall waterproofing mainly stays at a simple outer wall surface layer stage, and the outer wall waterproofing is realized by simply arranging a plurality of layers of waterproof layers on the outer wall or simply brushing waterproof paint on the outer wall to a great extent, and the rigid waterproofing mode with the plurality of layers of waterproof layers has various programs, is complex in construction and has no ductility; the waterproof flexible waterproof mode of the coating is greatly influenced by temperature, the construction quality is not easy to guarantee, harmful gas can be released, the problem of cracking and leakage of the outer wall caused by interface cracks generated by different linear expansion coefficients of the reinforced concrete shear wall and the filler wall is not fully considered, and the waterproof problem of the outer wall cannot be solved.
On the other hand, China is a country with frequent earthquakes, the earthquake-proof defense lines are particularly important, and the more the earthquake-proof defense lines are, the more the life and property safety of people is guaranteed. The shear wall structure is widely applied due to the advantages of large lateral stiffness, small lateral movement and the like, but has many problems.
The traditional shear wall structure and the filler wall thereof form 2 earthquake-proof defensive lines. When an earthquake comes, the filler wall is used as a first anti-seismic defense line to consume earthquake energy, and after the filler wall is damaged, the shear wall is used as a second anti-seismic defense line to consume earthquake energy. However, the construction quality of the infilled wall is not uniform, sometimes the infilled wall is destroyed before playing a role, the shear wall directly consumes earthquake energy as the only earthquake-resistant defense line, and the life and property safety of people cannot be fully guaranteed due to the complexity of a structural earthquake-resistant system, unpredictable damage form and parts.
Gaoshi et al disclose a method of manufacturing masonry walls having high shear and shock resistance (application publication No.: CN 106592815A, application No.: 201611112963.6) comprising the steps of: taking out the bricks, using the polyvinyl alcohol fiber reinforced cement-based composite material as masonry mortar, and adopting a 'three-in-one' masonry method for masonry; plastering two surfaces of the wall after masonry is finished, wherein plastering mortar is a high-toughness material; and (4) performing watering maintenance on the wall body within 1-7 days after plastering, and then maintaining the wall body to 28 days of age under the outdoor environment condition to obtain the masonry wall. The method improves the shearing resistance and the seismic resistance of the masonry wall.
Chengyu Xiang and the like disclose an anti-seismic shear wall (No. CN 203684455U, application No. 201420057772.4), which comprises edge members, anti-seismic devices and wave steel plates, wherein the anti-seismic devices are arranged in the shear wall, so that when an earthquake comes, the damage caused by the earthquake is buffered, the disaster caused by the earthquake is relieved, and the anti-seismic capacity is strong.
The query results show that the domestic earthquake-resistant wall mainly stays at the stage of strengthening a single earthquake-resistant defense line at present, the earthquake-resistant fortification of the structure is improved by means of the earthquake-resistant performance of the filler wall or the shear wall for strengthening the single earthquake-resistant defense line to a great extent, and the improvement of the earthquake-resistant performance of the structure by means of the increase of the earthquake-resistant defense line is not considered. The structure is anti-seismic by means of a single anti-seismic defense line, the unit cost required for improving the anti-seismic performance is high, the improvement range is limited, the safety problem is easy to cause, and meanwhile, the leakage problem is easy to cause by adopting an assembled structure.
Based on the research and analysis, the high-earthquake-resistance waterproof outer wall structure is provided. The high-earthquake-resistance waterproof outer wall structure has 3 composite earthquake-resistance lines, the earthquake resistance is enhanced, and the safety reserve is improved. Meanwhile, the waterproof performance of the building outer wall is obviously improved by adopting the all-reinforced concrete structure.
The invention content is as follows:
the invention aims to solve the technical problem of providing a waterproof outer wall with high anti-seismic performance and a construction method thereof, so as to overcome the defects of the existing building outer wall in waterproof, single line of defense of an anti-seismic system and the like, and realize the improvement of the wall with multiple functions of building waterproof function and 3 composite anti-seismic lines of defense.
The invention adopts the following technical scheme:
a high-earthquake-resistance waterproof outer wall comprises bearing members, filler walls and outer waterproof walls, wherein the inner filler walls and the outer waterproof walls are arranged between the bearing members, the bearing members and the outer waterproof walls of the filler walls are both cast in situ by reinforced concrete to form full reinforced concrete waterproof outer walls, and the full reinforced concrete waterproof outer walls and the filler walls are connected reliably to form the high-earthquake-resistance double-layer wall.
The bearing member of the high-seismic-resistance waterproof outer wall is a shear wall or a frame column.
The high-seismic-resistance waterproof outer wall is provided with a hole or is not provided with a hole according to the design requirement.
The high-earthquake-resistance waterproof outer wall and the filler wall among the bearing members are masonry walls, prefabricated walls or wallboards and are formed in a field masonry or prefabricated mode.
The high-seismic-resistance waterproof outer wall and the filler wall among the bearing members adopt the construction mode of on-site building, hoisting or assembling.
The high-earthquake-resistance waterproof outer wall is characterized in that a filler wall between the bearing members is constructed before the outer side waterproof wall is poured, or constructed after the outer side waterproof wall is poured.
The high-seismic-resistance waterproof outer wall has the advantages that the connection mode of the filler wall between the bearing members and the bearing members on the two sides is rigid connection or flexible connection.
The concrete construction steps of the high-earthquake-resistance waterproof outer wall are as follows:
(a) construction of ground and floor: binding steel bars according to design requirements, and pouring concrete for molding;
(b) paying off and positioning: determining the axes of the bearing member, the outer waterproof wall and the infilled wall by using a total station or a theodolite, and determining the axis positions of the bearing member, the outer waterproof wall and the infilled wall on the ground or a floor slab;
(c) preparing materials: the material mainly comprises a filling wall material, a reinforcing steel bar, commercial concrete and a template;
(d) construction of the bearing member and the outer waterproof wall body: the bearing member and the outer waterproof wall body are in a full cast-in-place mode, after the position is determined by paying off and positioning, reinforcing steel bars are bound according to design requirements, a formwork is erected, and finally concrete is poured, formed and maintained;
(e) constructing a filler wall: the filler wall is constructed to the corresponding elevation according to the design requirement, and the filler wall and the bearing members at the two sides are connected into a whole in a reliable connection mode to jointly form the high-seismic-resistance double-layer wall.
Compared with the traditional building technology, the invention has the advantages that:
(1) the outer wall is of a continuous full reinforced concrete structure, and the waterproof performance is obviously improved;
(2) the cast-in-place concrete bearing member, the cast-in-place concrete outer waterproof wall body and the filler wall form a high-earthquake-resistant-performance double-layer wall together, 3 composite earthquake-resistant defense lines are arranged, and the earthquake resistance of the building structure is greatly improved;
(3) when the inner side infilled wall is built firstly, the infilled wall can be used as a template of an outer side cast-in-place reinforced concrete wall body, so that the construction cost is reduced;
(4) the bearing wall body can be integrally cast with the outer side waterproof wall body, and construction is convenient and fast.
Description of the drawings:
FIG. 1 is a perspective view of a high-seismic-performance waterproof outer wall between shear walls
FIG. 2 is a front view of a high-seismic-performance waterproof outer wall between shear walls
FIG. 3 is a top view of a high-seismic-performance waterproof outer wall between shear walls
FIG. 4 is a perspective view of a high-seismic-performance waterproof outer wall between frame columns
FIG. 5 is a front view of a frame column high-seismic-performance waterproof outer wall
FIG. 6 is a top view of a frame column high-anti-seismic performance waterproof outer wall
FIG. 7 is a perspective view of a high-seismic-performance waterproof outer wall between a frame column and a shear wall
FIG. 8 is a front view of a high-seismic-performance waterproof outer wall between a frame column and a shear wall
FIG. 9 is a top view of a high-seismic-performance waterproof outer wall between a frame column and a shear wall
FIG. 10 is a schematic perspective view of a first embodiment (in the form of a shear wall) of a high-seismic waterproof exterior wall provided by the present invention;
FIG. 11 is a schematic perspective view of a second embodiment (frame column) of the high-earthquake-resistance waterproof exterior wall provided by the invention;
fig. 12 is a schematic perspective view of a third embodiment (in the form of frame columns and shear walls) of the high-seismic-performance waterproof exterior wall provided by the invention.
The reference numerals are explained below:
1-cast-in-situ reinforced concrete shear wall; 2-cast-in-place reinforced concrete waterproof wall on the outer side; 3-the inner side of masonry wall, prefabricated wall or wallboard is used as a filler wall; 4-a cast-in-place reinforced concrete frame column; 5-building inner wall.
The specific implementation mode is as follows:
in order that those skilled in the art can better understand the technical solutions provided by the present invention, the present invention will be described in detail with reference to the following embodiments.
The implementation example 1 adopts a waterproof outer wall form between shear walls, the filler wall is a masonry wall, and the construction mode is on-site masonry; the implementation example 2 adopts a waterproof outer wall form among frame columns, the filler wall is a prefabricated wall body, and the construction mode is hoisting; the implementation example 3 adopts a waterproof outer wall form between the frame column and the shear wall, the filler wall is a wallboard, and the construction mode is hoisting and assembling.
Example 1 was carried out:
as shown in figure 1, the high-seismic-performance waterproof outer wall is composed of shear walls (1), filler walls (3) and outer waterproof walls (2), wherein the inner filler walls (3) and the outer waterproof walls (2) are arranged between the shear walls (1), the shear walls (1) and the outer waterproof walls (2) of the filler walls are both cast in situ by reinforced concrete to form a full reinforced concrete waterproof outer wall, and the full reinforced concrete waterproof outer wall and the filler walls (3) are reliably connected to form a high-seismic-performance double-layer wall.
The high-earthquake-resistance waterproof outer wall is characterized in that the bearing component is a shear wall (1).
The high-earthquake-resistance waterproof outer wall is provided with a hole according to the design requirement.
The high-earthquake-resistance waterproof outer wall is characterized in that filler walls (3) among the shear walls (1) are masonry walls, and are formed in a field masonry mode.
The high-earthquake-resistance waterproof outer wall and the filler wall (3) adopt a construction mode of on-site masonry.
The high-earthquake-resistance waterproof outer wall is characterized in that a filler wall (3) is constructed after the outer waterproof wall body (2) is poured.
The high-earthquake-resistance waterproof outer wall is characterized in that the filler wall (3) and the shear walls (1) on the two sides are flexibly connected.
The concrete construction steps of the high-earthquake-resistance waterproof outer wall are as follows:
(a) construction of ground and floor: binding steel bars according to design requirements, and pouring concrete for molding;
(b) paying off and positioning: axes of the shear wall (1), the outer waterproof wall body (2) and the filler wall (3) are determined by a total station or a theodolite, and the positions of the axes of the shear wall (1) and the outer waterproof wall body (2) and the position of the filler wall (3) are determined on the ground or a floor slab;
(c) preparing materials: the material mainly comprises a filling wall material, a reinforcing steel bar, commercial concrete and a template;
(d) constructing a shear wall (1) and an outer side waterproof wall (2): the shear wall (1) and the outer side waterproof wall (2) are in a full cast-in-place mode, after the positions are determined by paying off and positioning, reinforcing steel bars are bound according to design requirements, a formwork is erected, and finally concrete is poured, formed and maintained;
(e) constructing the filling wall (3): the filler wall (3) is constructed to the corresponding elevation according to the design requirement, and the filler wall (3) and the shear walls (1) at the two sides are connected into a whole in a reliable connection mode to jointly form a double-layer wall with high anti-seismic performance.
Example 2 was carried out:
as shown in fig. 4, the high-earthquake-resistance waterproof outer wall is composed of frame columns (4), filler walls (3) and outer waterproof walls (2), the inner filler walls (3) and the outer waterproof walls (2) are arranged between the frame columns (4), the frame columns (4) and the outer waterproof walls (2) of the filler walls are both cast in situ by reinforced concrete to form a full reinforced concrete waterproof outer wall, and the full reinforced concrete waterproof outer wall and the filler walls (3) are reliably connected to form a high-earthquake-resistance double-layer wall.
The bearing component of the high-earthquake-resistance waterproof outer wall is a frame column (4).
The high-earthquake-resistance waterproof outer wall is provided with a hole according to the design requirement.
The high-earthquake-resistance waterproof outer wall is characterized in that the filler walls (3) among the frame columns (4) are prefabricated walls and are formed in a prefabricated mode.
The high-earthquake-resistance waterproof outer wall and the filler wall (3) adopt a construction mode of on-site hoisting.
The high-earthquake-resistance waterproof outer wall is characterized in that a filler wall (3) is constructed after the outer waterproof wall body (2) is poured.
The high-earthquake-resistance waterproof outer wall is characterized in that the filler wall (3) and the frame columns (4) on the two sides are flexibly connected.
The concrete construction steps of the high-earthquake-resistance waterproof outer wall are as follows:
(a) construction of ground and floor: binding steel bars according to design requirements, and pouring concrete for molding;
(b) paying off and positioning: axes of the frame column (4), the outer side waterproof wall body (2) and the filler wall (3) are determined by a total station or a theodolite, and the positions of the axes of the frame column (4), the outer side waterproof wall body (2) and the position of the filler wall (3) are determined on the ground or a floor slab;
(c) preparing materials: the material mainly comprises a filling wall material, a reinforcing steel bar, commercial concrete and a template;
(d) constructing a frame column (4) and an outer side waterproof wall body (2): the frame columns (4) and the outer side waterproof wall body (2) are in a full cast-in-place mode, after the positions are determined by paying off and positioning, reinforcing steel bars are bound according to design requirements, a formwork is erected, and finally concrete is poured for forming and maintaining;
(e) constructing the filling wall (3): the filler wall (3) is constructed to the corresponding elevation according to the design requirement, and the filler wall (3) and the frame columns (4) on the two sides are connected into a whole in a reliable connection mode to jointly form the high-earthquake-resistance double-layer wall.
Example 3 of implementation:
as shown in fig. 7, the high-seismic-performance waterproof outer wall is composed of a shear wall (1), a frame column (4), a filler wall (3) and an outer waterproof wall (2), wherein the inner filler wall (3) and the outer waterproof wall (2) are arranged between the shear wall (1) and the frame column (4), the shear wall (1), the frame column (4) and the outer waterproof wall (2) of the filler wall are all cast-in-place by adopting reinforced concrete to form a full-reinforced concrete waterproof outer wall, and the full-reinforced concrete waterproof outer wall and the filler wall (3) are reliably connected to form a high-seismic-performance double-layer wall.
The high-seismic-resistance waterproof outer wall comprises bearing components, namely a shear wall (1) and a frame column (4).
The high-earthquake-resistance waterproof outer wall is provided with a hole according to the design requirement.
The high-earthquake-resistance waterproof outer wall is characterized in that a filler wall (3) between a shear wall (1) and a frame column (4) is a wallboard and is formed in a prefabricated mode.
The high-earthquake-resistance waterproof outer wall and the filler wall (3) adopt construction modes of on-site hoisting and assembling.
The high-earthquake-resistance waterproof outer wall is characterized in that a filler wall (3) is constructed after the outer waterproof wall body (2) is poured.
The high-earthquake-resistance waterproof outer wall is characterized in that the filler wall (3) is flexibly connected with the shear walls (1) and the frame columns (4) on the two sides.
The concrete construction steps of the high-earthquake-resistance waterproof outer wall are as follows:
(a) construction of ground and floor: binding steel bars according to design requirements, and pouring concrete for molding;
(b) paying off and positioning: axes of the shear wall (1), the frame column (4), the outer side waterproof wall body (2) and the filler wall (3) are determined by a total station or a theodolite, and the positions of the axes of the shear wall (1), the frame column (4), the outer side waterproof wall body (2) and the filler wall (3) are determined on the ground or a floor slab;
(c) preparing materials: the material mainly comprises a filling wall material, a reinforcing steel bar, commercial concrete and a template;
(d) construction of the shear wall (1), the frame column (4) and the outer side waterproof wall (2): the shear wall (1), the frame columns (4) and the outer side waterproof wall body (2) are all cast-in-place, after the positions are determined by paying off and positioning, reinforcing steel bars are bound according to design requirements, then a formwork is erected, and finally concrete is poured for forming and curing;
(e) constructing the filling wall (3): the filler wall (3) is constructed to the corresponding elevation according to the design requirement, and the filler wall (3), the shear walls (1) on the two sides and the frame columns (4) are connected into a whole in a reliable connection mode to jointly form a double-layer wall with high anti-seismic performance.
The above embodiments are only used to illustrate the preferred embodiments of the present application, and do not limit the scope of the present application, and those skilled in the art should make general changes and substitutions within the scope of the present application.
Claims (7)
1. The utility model provides a waterproof outer wall of high anti-seismic performance, characterized by: the reinforced concrete waterproof wall is characterized in that the reinforced concrete waterproof wall and the filler wall are connected reliably to form a high-earthquake-resistance double-layer wall, and the concrete steps are as follows:
(a) construction of ground and floor: binding steel bars according to design requirements, and pouring concrete for molding;
(b) paying off and positioning: determining the axes of the bearing member, the outer waterproof wall and the infilled wall by using a total station or a theodolite, and determining the axis positions of the bearing member, the outer waterproof wall and the infilled wall on the ground or a floor slab;
(c) preparing materials: the material mainly comprises a filling wall material, a reinforcing steel bar, commercial concrete and a template;
(d) construction of the bearing member and the outer waterproof wall body: the bearing member and the outer waterproof wall body are in a full cast-in-place mode, after the position is determined by paying off and positioning, reinforcing steel bars are bound according to design requirements, a formwork is erected, and finally concrete is poured, formed and maintained;
(e) constructing a filler wall: the filler wall is constructed to the corresponding elevation according to the design requirement, and the filler wall and the bearing members at the two sides are connected into a whole in a reliable connection mode to jointly form the high-seismic-resistance double-layer wall.
2. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: the bearing component is a shear wall or a frame column.
3. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: the wall body is provided with or without a hole according to the design requirement.
4. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: the filler wall among the bearing members is a masonry wall, a prefabricated wall or a wallboard and is formed in a field masonry or prefabrication mode.
5. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: the infilled wall between the bearing members adopts the construction mode of on-site masonry, hoisting or assembly.
6. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: and the filler wall between the bearing members is constructed before the outer side waterproof wall body is poured, or constructed after the outer side waterproof wall body is poured.
7. The waterproof exterior wall with high earthquake resistance as claimed in claim 1, wherein: the connection mode of the infilled wall between the load-bearing members and the load-bearing members on the two sides is rigid connection or flexible connection.
Priority Applications (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 |
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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107366369A CN107366369A (en) | 2017-11-21 |
| CN107366369B true CN107366369B (en) | 2020-07-31 |
Family
ID=60310526
Family Applications (1)
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107366369B (en) |
Families Citing this family (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 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108749A (en) * | 2009-12-25 | 2011-06-29 | 吴方伯 | Light combined wall |
| CN104594527B (en) * | 2015-01-26 | 2017-07-28 | 济南轨道交通集团有限公司 | Assembly type heat-preservation shear wall structural system and construction technology |
| 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 |
-
2017
- 2017-08-23 CN CN201710727802.6A patent/CN107366369B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN107366369A (en) | 2017-11-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20090056259A1 (en) | Concrete load-bearing wall with compound heat-insulating layer | |
| CN107366369B (en) | Waterproof outer wall with high anti-seismic performance and construction method thereof | |
| CN211286074U (en) | Self-heat-insulation system for prefabricated light high-strength foam concrete filled wallboard outer wall | |
| CN102261189A (en) | Assembly-cast-in-situ type close column structure used in residential building with shear wall system | |
| CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
| CN215253698U (en) | Ceramsite foam concrete exterior wall hanging plate in assembly type building | |
| CN105569260A (en) | Fabricated concrete composite wallboard structure | |
| CN103343572A (en) | Novel prefabricated composite wallboard anti-seismic energy-saving rural residence structural system | |
| CN112031210A (en) | Composite heat-insulation outer wall structure of hollow wall and preparation method | |
| CN111593833A (en) | Spray-built gypsum double-layer heat-insulation composite external wall and preparation method thereof | |
| CN107119814B (en) | With lead pipe-coarse sand energy-dissipating and shock-absorbing key external thermal insulation linear type combined wall and the practice | |
| CN103362235B (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN111593834A (en) | Spray-built gypsum three-layer heat-preservation composite double-layer outer wall and preparation method thereof | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN217053891U (en) | Waterproof anti integration structure that splits of outer wall suitable for steel construction house | |
| CN2622281Y (en) | Structure of hollow building floor casted on-site made of steel reinforced concrete with flat beam | |
| CN207469430U (en) | A kind of assembled arthitecutral structure | |
| CN203080733U (en) | External built-mold and internal masonry building structure system | |
| CN213268465U (en) | Spray-built gypsum three-layer heat-insulation composite double-layer outer wall body | |
| CN114086686A (en) | Welded light steel frame foamed concrete self-insulation shear wall system and construction method | |
| CN207419749U (en) | A kind of waterproof exterior wall of new high shock resistance | |
| Yu et al. | Research on existing problems and improvement measures of fabricated composite wallboard | |
| CN208152308U (en) | A kind of constraint compound wall structure for building | |
| CN202248369U (en) | Prefabricated concrete sandwich insulation exterior wall | |
| CN202047611U (en) | Building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |