CN115162744B - Curtain wall member installation construction method using ballast gabion as plane material - Google Patents
Curtain wall member installation construction method using ballast gabion as plane material Download PDFInfo
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- CN115162744B CN115162744B CN202210781464.5A CN202210781464A CN115162744B CN 115162744 B CN115162744 B CN 115162744B CN 202210781464 A CN202210781464 A CN 202210781464A CN 115162744 B CN115162744 B CN 115162744B
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- 238000010276 construction Methods 0.000 title claims abstract description 44
- 239000000463 material Substances 0.000 title claims abstract description 34
- 238000009434 installation Methods 0.000 title claims abstract description 19
- 239000010410 layer Substances 0.000 claims abstract description 40
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 24
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 13
- 239000008397 galvanized steel Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010935 stainless steel Substances 0.000 claims description 10
- 229910001220 stainless steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 4
- 238000004080 punching Methods 0.000 claims description 4
- 239000003513 alkali Substances 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 claims description 3
- 238000005336 cracking Methods 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000003344 environmental pollutant Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000009527 percussion Methods 0.000 claims description 3
- 231100000719 pollutant Toxicity 0.000 claims description 3
- 238000004381 surface treatment Methods 0.000 claims description 3
- 238000009736 wetting Methods 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 2
- 239000002344 surface layer Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 description 4
- 239000000428 dust Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/665—Sheets or foils impervious to water and water vapor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7625—Details of the adhesive connection of the insulation to the wall
-
- 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
- E04B2/88—Curtain walls
-
- 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
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention provides a curtain wall member installation construction method using a ballast gabion as a plane material, which omits a main secondary keel of a conventional curtain wall, directly uses a main structure and a secondary structure constructional column as stress points of the ballast gabion, reduces the dead weight of a ballast gabion curtain wall system, and is more convenient to install. According to the invention, the waterproof function is realized by adopting the heat-insulating mortar and the waterproof coiled materials on the structural surface layer on the back side of the gabion units, the traditional whole gabion structure is replaced by a plurality of unit structures, the gabion units are arranged layer by layer, each gabion unit directly acts on the main body structure or the constructional column, the railway ballast is not easy to fall, and the safety risk is greatly reduced.
Description
Technical Field
The invention belongs to the technical field of curtain wall construction, and particularly relates to a curtain wall member installation construction method using a ballast gabion as a facestock.
Background
In some railway reconstruction projects, a large amount of residues under the track, namely railway ballasts, are generated, and the traditional treatment mode is to treat the railway ballasts as construction waste backfill, so that the application value is low. At present, a gabion curtain wall has become a novel appearance expression mode of building facade decoration, and is widely applied, in traditional gabion curtain wall, the loaded stone in the gabion is the bigger stone of volume basically, has not yet found in prior art and has used the application in decorating the curtain wall with the railway ballast in the form of gabion, and traditional gabion installation construction mode also is not applicable to the construction of railway ballast gabion curtain wall, and it has following technical problem:
(1) The traditional gabion curtain wall is required to be provided with the main keel and the secondary keel for supporting, the whole dead weight is large, the installation is laborious, and the material consumption is high;
(2) After the ballast is made into the gabion, the porosity is larger, and the waterproof structure cannot be added to the gabion in consideration of the ornamental value, so that the waterproof function is not achieved;
(3) The gabion cage is too high and too large, and the railway ballast easily falls out of the gabion grid under the action of the great gravity, so that the railway ballast is used as a facing material of a building elevation, and the safety risk exists.
The technical problems seriously obstruct the promotion of the construction project of the ballast gabion curtain wall, so that a curtain wall installation construction method special for the ballast gabion is necessary to be designed, the utilization rate and the application value of the ballast are improved, a full-scale appearance expression mode is provided for building elevation decoration, and a new idea is opened up for decorating the curtain wall construction.
Disclosure of Invention
Aiming at the prior technical problems, the invention provides the curtain wall member installation construction method using the ballast gabion as the plane material, the whole dead weight of the curtain wall is lighter, the installation is more convenient, the waterproof function is realized by adopting the heat-insulating mortar and the coiled materials on the surface layer of the structure on the back side of the gabion unit, the ballast gabion is wholly divided into a plurality of unit structures, the ballast gabion is installed layer by layer, the ballast is not easy to fall, and the safety is higher.
The present invention achieves the above technical object by the following technical means.
A curtain wall component installation construction method using a ballast gabion as a plane material comprises the following steps:
Step 1: marking the position and the interval of the hanging point of each gabion unit on a construction plan, pouring concrete constructional columns and masonry walls on a building main structure of a curtain wall to be installed according to the marks by a secondary structure construction unit, and ensuring that the positions of the hanging points correspond to the constructional columns and the main structure;
Step 2: carrying out waterproof layer construction by adopting heat-insulating mortar and waterproof coiled materials in a construction area of a non-hanging joint on the outer side of a constructional column, a main body structure and a wall body;
step 3: determining the position of each gabion unit by measuring the pay-off line, and then marking the position of the hanging point;
Step 4: 3, marking the position of the hanging point, punching holes by using a percussion drill, and installing and fixing a mechanical anchor bolt;
step 5: assembling a gabion unit, and welding galvanized steel dry hanging pieces;
step 6: installing gabion units layer by layer from bottom to top: firstly, lifting the gabion units to corresponding installation positions, then, fixing the mechanical anchor bolts after penetrating through galvanized steel dry hanging pieces, so that the gabion units are integrally fixed, and immediately filling a layer of railway ballast for each layer of gabion units until all railway ballast gabions are installed.
Further, in the step 2, the specific process of waterproof layer construction is as follows:
firstly, leveling treatment is carried out by M20 mortar twice: firstly, constructing a mortar leveling layer with the thickness of 5mm, and then constructing a mortar leveling layer with the thickness of 5mm;
After the thick mortar leveling layer of the second construction meets the strength requirement, carrying out surface wetting treatment, and then carrying out surface treatment on the base layer by using M15 mortar with the thickness of 5 mm;
Then, laying the SBS modified asphalt waterproof coiled material with the thickness of 3mm from bottom to top, wherein the splicing positions of the coiled materials are arranged in a staggered manner, so that the upper coiled material is ensured to press the lower coiled material; after the waterproof coiled material is paved, a layer of 10mm thick anti-cracking mortar with alkali-resistant fiber gridding cloth is constructed on the waterproof coiled material to serve as a waterproof protective layer.
Further, in the step 5, the concrete process of assembling the gabion unit is as follows:
firstly, determining the size of each gabion unit according to a construction drawing and on-site measurement paying-off conditions, and then welding with equilateral angle steel with the thickness of 4mm and the section size of 40 multiplied by 40mm to form a gabion body; cutting the stainless steel net pieces into required sizes, and then welding the stainless steel net pieces to the inner sides of equilateral angle steel of the gabion body, wherein the stainless steel net pieces are welded on the other five surfaces of the gabion body except the top of the gabion body;
then, welding four galvanized steel dry hanging parts on the outer sides of equilateral angle steels at the rear part of each gabion body, and ensuring that the four galvanized steel dry hanging parts are respectively positioned at four corner positions of the gabion body and correspond to the positions of the mechanical anchor bolts on the hanging points one by one; finally, carrying out rust removal treatment on the gabion units, and then spraying fluorocarbon on the surfaces of the gabion units.
Further, in the step 6, before the ballast is filled into the gabion unit, the ballast is cleaned to remove pollutants on the surface of the ballast, and then the ballast is uniformly mixed to ensure uniform color.
Further, in the step 4, after the hole is punched, the hole is cleaned repeatedly by a brush for several times, and then dust in the hole is blown off by an air compressor.
The invention has the following beneficial effects:
The invention fully utilizes the construction waste railway ballast in the railway reconstruction engineering, creatively combines the construction waste railway ballast with a gabion and applies the construction waste railway ballast to the field of curtain walls, establishes a brand new appearance structure of the decorative curtain walls, and provides a new set of ideas for the subsequent construction of other decorative curtain walls. The main keel and the secondary structure constructional column of the conventional curtain wall are directly used as stress points, so that the dead weight of the curtain wall is reduced, and the installation is more convenient; according to the invention, the waterproof function is realized by adopting the heat-insulating mortar and the waterproof coiled materials on the structural surface layer on the back side of the gabion units, the traditional whole gabion structure is replaced by a plurality of unit structures, the gabion units are arranged layer by layer, each gabion unit directly acts on the main body structure or the constructional column, the railway ballast is not easy to fall, and the safety risk is greatly reduced.
Drawings
FIG. 1 is a schematic view of a column, body structure and wall plan layout according to the present invention;
FIG. 2 is a large-scale horizontal sectional view of the ballast gabion curtain wall system;
FIG. 3 is a longitudinal cross sectional view of a large sample of the ballast gabion curtain wall system;
FIG. 4 is an enlarged view of the portion A of FIG. 2;
FIG. 5 is an enlarged view of part B of FIG. 3;
fig. 6 is a large-scale elevation view of the ballast gabion curtain wall system after construction.
In the figure: 1-a main body structure; 2-constructional columns; 3-a wall body; 4-a waterproof layer; 5-mechanical anchor bolts; 6-gabion units; 7-equilateral angle steel; 8-stainless steel meshes; 9-galvanized steel dry hanging parts; 10-railway ballast.
Detailed Description
The invention will be further described with reference to the drawings and the specific embodiments, but the scope of the invention is not limited thereto.
The invention relates to a curtain wall component installation construction method taking a ballast gabion as a plane material, which comprises the following steps:
Step 1: marking the position and the distance of a hanging point of each gabion unit 6 on a construction plan according to the installation position and the distance of each vertical gabion unit in a construction drawing of the ballast gabion curtain wall, and providing the construction plan for a secondary structure construction unit;
The secondary structure construction unit is according to the mark on the plan, as shown in fig. 1 to 3, pour concrete constructional column 2, masonry wall 3 on the building main structure 1 of the curtain wall to be installed, and guarantee that the hanging point position corresponds with constructional column 2 and main structure 1.
Step 2: and 4, construction of a waterproof layer:
In the construction areas of the construction column 2, the main body structure 1 and the non-hanging joint outside the wall body 3, leveling treatment is carried out by using M20 mortar, leveling construction is carried out twice, a 5mm thick mortar leveling layer is firstly constructed, and after the mortar has a small strength, a 5mm thick mortar leveling layer is constructed, so that the flatness of a curtain wall installation base layer is ensured; after the thick mortar leveling layer of the second construction meets the strength requirement, carrying out surface wetting treatment, and then carrying out surface treatment on the base layer by using M15 mortar with the thickness of 5 mm;
Then, laying the SBS modified asphalt waterproof coiled material with the thickness of 3mm from bottom to top, wherein the splicing positions of the coiled materials are arranged in a staggered manner, so that the upper coiled material is ensured to press the lower coiled material; after the waterproof coiled material is paved, a layer of 10mm thick anti-cracking mortar with alkali-resistant fiber gridding cloth is constructed on the waterproof coiled material to serve as a waterproof protective layer.
Step 3: the position of each gabion unit 6 is popped up on the waterproof protective layer surface layer through measuring paying-off, and the position of the hanging point is found and marked.
Step 4: installing a mechanical anchor bolt 5;
as shown in fig. 4 and 5, in the step 3, the marked hanging point is punched on the constructional column 2 and the main body structure 1 by using a percussion drill, and the punching depth is controlled carefully; after the punching is completed, dust in the hole is blown off by an air compressor after the hole is repeatedly cleaned by a hairbrush for a plurality of times, the hole is kept clean, after no dust in the hole is determined, a mechanical anchor bolt 5 is driven into the hole, and the mechanical anchor bolt is fixed with a corresponding constructional column 2 or a main body structure 1.
Step 5: assembling the gabion units 6;
As shown in fig. 4 and 5, the size of each gabion unit 6 is determined according to construction drawings and on-site measurement paying-off conditions, and then the gabion units are welded by equilateral angle steel 7 with the thickness of 4mm and the section size of 40 multiplied by 40mm to form a gabion body; cutting the stainless steel mesh sheet 8 into a required size, and then welding the stainless steel mesh sheet 8 to the inner side of the equilateral angle steel 7 of the gabion cage body, wherein the stainless steel mesh sheet 8 is welded on the other five surfaces except the top of the gabion cage body so as to fill the railway ballast 10 in the later period;
Then, welding four galvanized steel dry hanging parts 9 on the outer sides of the equilateral angle steel 7 at the rear part of each gabion body, and ensuring that the four galvanized steel dry hanging parts 9 are respectively positioned at four corner positions of the gabion body and correspond to the positions of the mechanical anchor bolts 5 on the hanging points one by one; finally, the gabion units 6 are subjected to rust removal treatment, and then fluorocarbon is sprayed on the surfaces of the gabion units 6.
Step 6: installing a gabion unit 6 and filling railway ballast 10;
lifting the gabion units 6 with the galvanized steel dry hanging parts 9 one by one to the corresponding installation positions, and fixing the mechanical anchor bolts 5 after penetrating through the galvanized steel dry hanging parts 9 as shown in fig. 4 and 5, so that the gabion units 6 are integrally fixed;
Then collecting the railway ballasts 10 in the railway transformation engineering in a concentrated way, firstly cleaning to remove pollutants on the surface of the railway ballasts 10, then uniformly mixing the railway ballasts 10 to ensure uniform color, and finally placing the railway ballasts 10 from the top of the gabion units 6;
In the process, the gabion units 6 are installed layer by layer from bottom to top, and each layer of the gabion units can be filled with a layer of railway ballast 10 until all railway ballast gabions are installed, and the installed railway ballast gabion curtain wall is shown in fig. 6.
The examples are preferred embodiments of the present invention, but the present invention is not limited to the above-described embodiments, and any obvious modifications, substitutions or variations that can be made by one skilled in the art without departing from the spirit of the present invention are within the scope of the present invention.
Claims (3)
1. The curtain wall component installation construction method using the ballast gabion as the surface material is characterized by comprising the following steps:
Step 1: marking the position and the distance of the hanging point of each gabion unit (6) on a construction plan, pouring a concrete constructional column (2) and a masonry wall (3) on a building main structure (1) of a curtain wall to be installed according to the marks by a secondary structure construction unit, and ensuring that the position of the hanging point corresponds to the concrete constructional column (2) and the building main structure (1);
step 2: in the construction areas of the concrete constructional column (2), the building main structure (1) and the non-hanging points outside the masonry wall (3), adopting heat-insulating mortar and waterproof coiled materials to construct a waterproof layer (4);
Step 3: determining the position of each gabion unit (6) by measuring the payoff line, and then marking the position of the hanging point;
Step 4: 3, punching holes by using a percussion drill at the marked hanging point position in the step, and installing and fixing a mechanical anchor bolt (5);
step5: assembling the gabion unit (6) and welding galvanized steel dry hanging pieces (9);
step 6: installing gabion units (6) layer by layer from bottom to top: firstly, lifting the gabion units (6) to corresponding installation positions, then, fixing the mechanical anchor bolts (5) after passing through galvanized steel dry hanging pieces (9), so that the gabion units (6) are integrally fixed, and immediately filling a layer of railway ballast (10) for each layer of gabion units (6) after installation until all railway ballast gabions are installed; in the step 2, the specific process of the waterproof layer (4) construction is as follows:
firstly, leveling treatment is carried out by M20 mortar twice: firstly, constructing a mortar leveling layer with the thickness of 5mm, and then constructing a mortar leveling layer with the thickness of 5mm;
After the thick mortar leveling layer of the second construction meets the strength requirement, carrying out surface wetting treatment, and then carrying out surface treatment on the base layer by using M15 mortar with the thickness of 5 mm;
Then, laying the SBS modified asphalt waterproof coiled material with the thickness of 3mm from bottom to top, wherein the splicing positions of the coiled materials are arranged in a staggered manner, so that the upper coiled material is ensured to press the lower coiled material; after the waterproof coiled material is paved, constructing a layer of 10mm thick anti-cracking mortar with alkali-resistant fiber gridding cloth on the waterproof coiled material as a waterproof protective layer;
in the step 5, the concrete process of assembling the gabion unit (6) is as follows:
Firstly, determining the size of each gabion unit (6) according to a construction drawing and on-site measurement paying-off conditions, and then welding with equilateral angle steels (7) with the thickness of 4mm and the section size of 40 multiplied by 40mm to form a gabion body; cutting the stainless steel net sheet (8) into a required size, and then welding the stainless steel net sheet (8) on the inner side of the equilateral angle steel (7) of the gabion body except the top of the gabion body, wherein the stainless steel net sheet (8) is welded on the other five surfaces of the gabion body;
Then, welding four galvanized steel dry hanging pieces (9) on the outer sides of equilateral angle steels (7) at the rear part of each gabion body, and ensuring that the four galvanized steel dry hanging pieces (9) are respectively positioned at four corner positions of the gabion body and correspond to the positions of mechanical anchor bolts (5) on the hanging points one by one; finally, the gabion units (6) are subjected to rust removal treatment, and then fluorocarbon is sprayed on the surfaces of the gabion units (6).
2. The method for installing and constructing the curtain wall component by using the ballast gabion as the face material according to claim 1, wherein in the step 6, the ballast (10) is cleaned before being filled into the gabion unit (6), so that pollutants on the surface of the ballast (10) are removed, and then the ballast (10) is uniformly mixed, so that uniform color is ensured.
3. The method for installing and constructing a curtain wall component using a ballast gabion as a face material according to claim 1, wherein in the step 4, after the hole is punched, cleaning is repeated for a plurality of times by using a brush.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210781464.5A CN115162744B (en) | 2022-07-04 | 2022-07-04 | Curtain wall member installation construction method using ballast gabion as plane material |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210781464.5A CN115162744B (en) | 2022-07-04 | 2022-07-04 | Curtain wall member installation construction method using ballast gabion as plane material |
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| CN115162744A CN115162744A (en) | 2022-10-11 |
| CN115162744B true CN115162744B (en) | 2024-05-14 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924697A (en) * | 2014-05-04 | 2014-07-16 | 青岛欧立华建筑保温工程有限公司 | Rock wool heat preservation system for building curtain wall |
| KR20180138444A (en) * | 2017-06-21 | 2018-12-31 | 박수준 | Waterproof structure of building exterior material |
| CN110528721A (en) * | 2019-07-31 | 2019-12-03 | 上海宝冶建筑装饰有限公司 | The construction method of gabion decorative wall |
| CN112049287A (en) * | 2020-08-20 | 2020-12-08 | 北京东方泰洋装饰工程有限公司 | Small-unit detachable gabion curtain wall |
| CN214090478U (en) * | 2020-12-15 | 2021-08-31 | 北京城建集团有限责任公司 | Hang gabion heat preservation outer wall futilely and connecting piece device thereof |
-
2022
- 2022-07-04 CN CN202210781464.5A patent/CN115162744B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924697A (en) * | 2014-05-04 | 2014-07-16 | 青岛欧立华建筑保温工程有限公司 | Rock wool heat preservation system for building curtain wall |
| KR20180138444A (en) * | 2017-06-21 | 2018-12-31 | 박수준 | Waterproof structure of building exterior material |
| CN110528721A (en) * | 2019-07-31 | 2019-12-03 | 上海宝冶建筑装饰有限公司 | The construction method of gabion decorative wall |
| CN112049287A (en) * | 2020-08-20 | 2020-12-08 | 北京东方泰洋装饰工程有限公司 | Small-unit detachable gabion curtain wall |
| CN214090478U (en) * | 2020-12-15 | 2021-08-31 | 北京城建集团有限责任公司 | Hang gabion heat preservation outer wall futilely and connecting piece device thereof |
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| Title |
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| CN115162744A (en) | 2022-10-11 |
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