CN215483808U - Masonry plastering wall connection structure under full shear wall structure - Google Patents
Masonry plastering wall connection structure under full shear wall structure Download PDFInfo
- Publication number
- CN215483808U CN215483808U CN202122031115.5U CN202122031115U CN215483808U CN 215483808 U CN215483808 U CN 215483808U CN 202122031115 U CN202122031115 U CN 202122031115U CN 215483808 U CN215483808 U CN 215483808U
- Authority
- CN
- China
- Prior art keywords
- wall
- masonry
- plastering
- connecting piece
- layer
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model discloses a plastering wall body connecting structure of a lower masonry of a full shear wall structure, which comprises a shear wall, a masonry wall body connected to one side of the shear wall, a net hanging layer connected to the joint of the masonry wall body and the shear wall, a corner connecting piece connected between the masonry wall body and the shear wall, a plastering layer connected to the long side surface of the masonry wall body and a reverse ridge or bottom building layer connected to the bottom of the masonry wall. The building blocks and the plastering are arranged, so that the hollowing and cracking of the wall body are prevented, the plastering thickness is 5-8 mm, the construction period required by the plastering project can be greatly reduced, the construction progress is accelerated, the labor cost and the material cost can be reduced, and the construction cost is reduced. Through the arrangement of the angle connecting piece, on one hand, the installation bearing of the masonry wall is facilitated, on the other hand, the masonry wall can be positioned, and the installation precision is ensured; the setting through hanging the stratum reticulare not only does benefit to the connection of shear force wall and brickwork wall and does benefit to the convenient construction that the back needs to be plastered.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a plastering wall body connecting structure for a lower masonry of a full shear wall structure.
Background
Along with the user's requirement for the quality of house is higher and higher, many newly-built residential projects all adopt the outer wall structure of cut entirely, adopt masonry structure to indoor partition wall, demand its impression effect, and the straightness that hangs down, the actual measurement qualification rate of roughness all reach higher standard. However, when the existing masonry wall is constructed, the construction cost and time are increased due to the fact that a plastering layer is thick, and the connection tightness of the connection between the masonry wall and the shear wall needs to be designed; in addition, the effective connection between the plastering layer and the wall body needs to be designed specifically.
SUMMERY OF THE UTILITY MODEL
The utility model provides a masonry plastering wall body connecting structure under a full shear wall structure, which is used for solving the technical problems of masonry connection of masonry walls, arrangement and connection of plastering layers, high-precision construction and the like.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a masonry plastering wall connection structure under a full shear wall structure is characterized by comprising a shear wall, a masonry wall connected to one side of the shear wall, a net hanging layer connected to the joint of the masonry wall and the shear wall, a corner connecting piece connected between the masonry wall and the shear wall, a plastering layer connected to the long side surface of the masonry wall and a reverse ridge or bottom building layer connected to the bottom of the masonry wall;
the angle connecting piece comprises a transverse part and a vertical part, the transverse part and the vertical part are connected into an L shape, and the transverse part is correspondingly connected into the masonry wall;
still be provided with the basic unit between plastering layer and the brickwork wall surface, still be connected with mortar tie coat and net layer between plastering layer and the basic unit.
Further, the plastering layer is a polymer mortar layer, and the thickness of the plastering layer is 5-6 mm; a light-receiving layer is arranged on the outer side of the plastering layer, and the thickness of the light-receiving layer is 2-3 mm;
the plastering layer is provided with mortar punching ribs which are divided into vertical ribs or transverse ribs, the height of the wall surface is less than 3.5m, the vertical ribs are arranged, and the space between the vertical ribs is not more than 1.5 m; the wall height is greater than 3.5m and sets up horizontal muscle and horizontal muscle interval and is greater than 2 m.
Furthermore, the top of the anti-bank and the bottom of the building layer are both connected with a mortar bonding layer with the bottom of the masonry wall, and the height of the anti-bank and the bottom of the building layer is not less than the height of one layer of the masonry wall.
Furthermore, the angle connecting pieces are arranged on the height of the masonry wall body at intervals, and the width of each angle connecting piece is not less than half of the thickness of the masonry wall body and is connected to the middle part of the width of the masonry wall body; the width of the corner connecting piece is not less than 50 mm.
Furthermore, the corner connecting piece also comprises a vertical connecting piece connected to the inner side of the vertical part, and a transverse upper connecting piece connected to the inner side of the transverse part and a transverse lower connecting piece connected to the lower part of the outer side of the transverse part; the vertical connecting piece, the horizontal upper connecting piece and the horizontal lower connecting piece are correspondingly connected with the wall building body.
Furthermore, the vertical connecting piece, the horizontal upper connecting piece and the horizontal lower connecting piece are detachably connected with the vertical part and the horizontal part respectively, the vertical connecting piece, the horizontal upper connecting piece and the horizontal lower connecting piece are rod pieces, and the length of each rod piece is suitable for the connection design length of the wall building body.
Furthermore, the masonry wall is built by autoclaved aerated concrete blocks and comprises an angle connecting upper block connected to the internal angle of the angle connecting piece, an angle connecting lower block I and an angle connecting lower block II connected to the transverse part of the angle connecting piece, and standard blocks connected to the outside of the angle connecting upper block, the angle connecting lower block I and the angle connecting lower block II; the angle connecting upper block, the angle connecting lower block I, the angle connecting lower block II and the mark block are connected in a staggered manner from top to bottom.
Furthermore, the corner upper connecting block is correspondingly connected with the vertical connecting piece and the transverse upper connecting piece, and the corner lower connecting block I and the corner lower connecting block II are correspondingly connected with the transverse lower connecting piece.
Furthermore, the permissible deviation of the verticality and the flatness of the masonry wall body is less than or equal to 3mm, a gap of 20-30 mm is reserved at the top of the masonry wall, and micro-expansion polymer cement mortar is filled in the gap.
The utility model has the beneficial effects that:
1) the building blocks and the plastering are arranged, so that the hollowing and cracking of the wall body are prevented, the plastering thickness is 5-8 mm, the construction period required by the plastering project can be greatly reduced, the construction progress is accelerated, the labor cost and the material cost can be reduced, and the construction cost is reduced;
2) according to the utility model, through the arrangement of the angle connecting piece, on one hand, the mounting bearing of the masonry wall is facilitated, and on the other hand, the masonry wall can be positioned, so that the mounting precision is ensured;
3) the arrangement of the net hanging layer is beneficial to the connection of the shear wall and the masonry wall and convenient construction needing plastering later;
the utility model can correspondingly reduce the requirements of later polishing, repairing and chiseling by improving the quality, verticality and flatness of plastering, thereby reducing the maintenance cost. Additional features and advantages of the utility model will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model; the primary objects and other advantages of the utility model may be realized and attained by the instrumentalities particularly pointed out in the specification.
Drawings
FIG. 1 is a first vertical view of a plastering wall structure of a masonry under a full shear wall structure;
FIG. 2 is a schematic side view of a plastering wall body of a lower masonry of a full shear wall structure
FIG. 3 is a schematic elevation view II of a masonry plastering wall connection structure under a full shear wall structure;
FIG. 4 is a schematic view of the connection of the corner connectors to the masonry wall;
fig. 5 is a schematic view of a corner connector configuration.
Reference numerals: 1-reverse ridge, 2-bottom layer, 3-angle connecting piece, 31-vertical part, 32-horizontal part, 33-vertical connecting piece, 34-horizontal upper connecting piece, 35-horizontal lower connecting piece, 4-masonry wall, 41-standard block, 42-angle connecting upper block, 43-angle connecting lower block I, 44-angle connecting lower block II, 5-hanging net layer, 6-plastering layer and 7-shear wall.
Detailed Description
As shown in fig. 1 to 3, a plastering wall connection structure for lower masonry of a full shear wall structure is characterized by comprising a shear wall 7, a masonry wall connected to one side of the shear wall 7, a net hanging layer 5 connected to the joint of the masonry wall and the shear wall 7, a corner connector 3 connected between the masonry wall and the shear wall 7, a plastering layer 6 connected to the long-side surface of the masonry wall, and a reverse ridge 1 or a bottom masonry layer 2 connected to the bottom of the masonry wall 4.
In the embodiment, the allowable deviation of the verticality and the flatness of the masonry wall 4 is less than or equal to 3mm, a gap of 20-30 mm is reserved at the top of the masonry wall 4, and after the lower wall is built for 14 days, a caulking gun and micro-expansion polymer cement mortar are used for caulking, and the caulking is tight.
In this embodiment, a base layer is further disposed between the plastering layer 6 and the wall surface of the masonry wall 4, and a mortar bonding layer and a grid layer are further connected between the plastering layer 6 and the base layer. The plastering layer 6 is a polymer mortar layer, and the thickness is 5-6 mm; a light receiving layer is arranged on the outer side of the plastering layer 6, and the thickness of the light receiving layer is 2-3 mm;
in the embodiment, the plastering layer 6 is provided with mortar punching ribs which are divided into vertical ribs or transverse ribs, the height of the wall surface is less than 3.5m, the vertical ribs are arranged, and the space between the vertical ribs is not more than 1.5 m; the wall height is greater than 3.5m and sets up horizontal muscle and horizontal muscle interval and is greater than 2 m.
In the embodiment, the plastering layer 6 is firmly bonded with the base layer without hollowing and peeling. When plastering, the wall is plastered by the plaster board and the trowel slurry, and the H-shaped ruler or the scraper blade is tightly attached to the mark rib to be hung and compacted to realize the flatness and straightness of the wall surface. And after the leveling layer is smeared for 1-day, polishing by using the same polymer mortar, wherein the thickness of the polishing layer is 2-3 mm.
In this embodiment, all be connected with the mortar tie coat with brickwork wall 4 bottom anti-bank 1 and the 2 tops of the bottom course, anti-bank 1 and the height of the 2 highly not less than the height of 4 one deck brickwork of brickwork wall at the bottom course.
As shown in fig. 4 and 5, the corner connecting pieces 3 are arranged at intervals on the height of the masonry wall, and the width of the corner connecting pieces 3 is not less than half of the thickness of the masonry wall and is connected to the middle part of the width of the masonry wall; the width of the corner piece 3 is not less than 50 mm.
In this embodiment, the corner connecting member 3 includes a horizontal portion 32 and a vertical portion 31, the horizontal portion 32 and the vertical portion 31 are connected in an L shape, and the horizontal portion 32 is correspondingly connected to the interior of the masonry wall 4. The corner connecting piece 3 also comprises a vertical connecting piece 33 connected to the inner side of the vertical part 31, and a transverse upper connecting piece 34 connected to the inner side of the transverse part 32 and a transverse lower connecting piece 35 connected to the outer lower part of the transverse part 32; the vertical connecting piece 33, the transverse upper connecting piece 34 and the transverse lower connecting piece 35 are correspondingly connected with the wall building body.
Or in the implementation process, the vertical connecting piece 33, the transverse upper connecting piece 34 and the transverse lower connecting piece 35 are detachably connected with the vertical part 31 and the transverse part 32 respectively, the vertical connecting piece 33, the transverse upper connecting piece 34 and the transverse lower connecting piece 35 are rod pieces, and the length of the rod pieces is suitable for the designed connecting length of the wall building body.
In this embodiment, the masonry wall 4 is constructed by autoclaved aerated concrete blocks, and comprises an angle connecting upper block 42 connected to the internal angle of the angle connecting piece 3, an angle connecting lower block 43 and an angle connecting lower block 44 connected to the transverse part 32 of the angle connecting piece 3, and a standard block 41 connected to the outside of the angle connecting upper block 42, the angle connecting lower block 43 and the angle connecting lower block 44; the corner connecting upper block 42, the corner connecting lower block I43, the corner connecting lower block II 44 are connected with the mark block 41 in a staggered manner. The corner upper connecting block 42 is correspondingly connected with the vertical connecting piece 33 and the transverse upper connecting piece 34, and the corner lower connecting block I43 and the corner lower connecting block II 44 are correspondingly connected with the transverse lower connecting piece 35.
Before the on-site masonry wall 4 is built, a ground base or a floor base is cleaned, chiseling is carried out on an over-height position, and cement mortar is used for leveling the uneven position; and then, paying off according to the drawing measurement, and popping up the axis, the wall body line, the door and window hole position line, the constructional column position line, the embedded steel bar drilling position and the like according to the construction drawing paper. Carrying out brick arrangement design according to a building deepening map, installing an anti-ridge 1 or a bottom layer 2, building 3-4 leather bottom layers 2, and then installing a masonry wall 4;
wherein, anti bank 1 and wall column beam slab handing-over position should chisel hair and clear up, and the direction of chisel hair should be unanimous with anti bank 1 long side direction. Watering and wetting before pouring the reverse ridge 1, and brushing cement slurry (2-3 mm thick) with the same properties to ensure firm bonding; when the reverse ridge 1 is used for supporting the template, a counter screw and an iron wire are strictly forbidden to penetrate through the reverse ridge 1 for reinforcement, and bricks and cushion blocks are strictly forbidden to be used for inner support; the template can be fixed by adopting waste steel bar heads on the outer side of the template;
in this embodiment, before masonry wall 4 is built, 1: 3, leveling cement mortar base slurry; the bottom surface and the side surface of the autoclaved aerated concrete block are fully paved with special binders, the block is built on the wall, the rubber hammer is used for adjusting and correcting the position of the block without using an iron hammer and a spatula, mortar joint extrusion is full, the mortar joint is cleaned and is subjected to caulking by a special tool after the mortar joint extrusion, and the depth of the caulking joint is about 1-2 mm. In order to effectively control the thickness of the mortar joint and the dosage of the binder, special tools such as a tooth-shaped scraper are used for sizing; every two to three masonry blocks are constructed, the verticality and the flatness of the masonry blocks need to be checked by using an aluminum block. The allowable deviation of the verticality and the flatness is less than or equal to 3mm, if a certain place exceeds the allowable deviation, a grinding plate can be used for grinding, and if the certain place exceeds the allowable deviation seriously, the building is dismantled and rebuilt.
In the embodiment, before the plastering layer 6 is constructed, a base layer of the wall surface is cleaned, the wall surface is treated, and surface impurities, residual mortar, tongue ash, dust, dirt, oil stains and the like are removed; fully brushing a liquid interface agent after the base layer is cleaned, wherein a single-component interface agent is adopted by the masonry inner wall, and a double-component interface agent is adopted by the concrete inner wall; after the interface agent is coated, a net hanging layer 5 is installed at the joint of the shear wall 7 and the masonry wall 4, and finally polymer mortar is adopted for leveling to reach the strength and is adopted for light collection. After the interfacial agent reaches a certain strength, a layer of 300-width alkali-resistant glass fiber net is hung at the joint of different materials of the wall body to increase the adhesive force between the base layer and the plastering layer 6, and the nailing and hanging are assisted by cement nails.
The junction parts of the masonry wall 4, the concrete column, the shear wall 7 and the constructional column are provided with a corner connecting piece 3 every 400mm in the height direction; an angle connecting piece 3 is arranged at the interval of 600mm between the top of the masonry wall 4 and the junction of the beam plate and is fixed with the structure. When the angle connecting piece 3 is installed, the angle connecting piece 3 is fixed in the middle of the masonry wall 4, a nail is firstly nailed into the concrete structure by a nail gun, and then an iron nail is nailed into the air-adding block to fix the angle connecting piece 3. The corner connecting piece 3 is formed by bending galvanized iron sheets, the L-shaped iron piece of the 100-thick wall body is 1mm thick and 100mm long, and the L-shaped iron piece of the 200-thick wall body is 1.5mm thick and 150mm long; wherein the width is not less than 50 mm.
For the detection of verticality and flatness, according to the design requirement and the smooth and vertical condition of the surface of the base layer, a wall is used as a reference for vertical hanging, square sleeving and gauge finding. When plastering the cake, the correct position of the cake is determined according to the indoor plastering requirement, the upper cake is plastered first, the lower cake is pressed, and then the perpendicularity and flatness are checked by a ruler plate. After the mortar of the mortar cake is hardened, the mortar same as the mortar of the plastering layer 6 can be used for punching ribs, and the number of the punched ribs is determined according to the width and the height of a room. When the height of the wall surface is less than 3.5m, the wall surface is suitable for being used as a vertical rib, and the distance between the two ribs is not more than 1.5 m; when the height of the wall surface is more than 3.5m, the wall surface is suitable for being made into a transverse rib, and the distance between the two ribs is not more than 2 m;
according to the utility model, the hollowing and cracking of the wall body can be prevented by the construction method of the high-precision masonry and the thin plastering, the high-precision masonry adopts the special binder, the thin plastering adopts the polymer cement mortar, and the polymer cement mortar are mixed in the special container, so that the generation of ground dust accumulation can be reduced, and the generation of safe civilization cost such as cleaning is reduced; the indoor use area can be increased, and the house selling income of a construction unit is improved.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that may be made by those skilled in the art within the technical scope of the present invention will be covered by the scope of the present invention.
Claims (9)
1. A masonry plastering wall connection structure under a full shear wall structure is characterized by comprising a shear wall (7), a masonry wall connected to one side of the shear wall (7), a hanging net layer (5) connected to the joint of the masonry wall and the shear wall (7), a corner connecting piece (3) connected between the masonry wall and the shear wall (7), a plastering layer (6) connected to the long-direction side surface of the masonry wall, and a reverse ridge (1) or a bottom building layer (2) connected to the bottom of the masonry wall (4);
the corner connecting piece (3) comprises a transverse part (32) and a vertical part (31), the transverse part (32) and the vertical part (31) are connected into an L shape, and the transverse part (32) is correspondingly connected into the masonry wall (4);
still be provided with the basic unit between plastering layer (6) and brickwork wall (4) wall, still be connected with mortar tie coat and net layer between plastering layer (6) and the basic unit.
2. The connecting structure of the plastering wall of the lower masonry of the full shear wall structure as claimed in claim 1, wherein the plastering layer (6) is a polymer mortar layer with a thickness of 5-6 mm; a light-receiving layer is arranged on the outer side of the plastering layer (6), and the thickness of the light-receiving layer is 2-3 mm;
the plastering layer (6) is provided with mortar punching ribs which are divided into vertical ribs or transverse ribs, the height of the wall surface is less than 3.5m, the vertical ribs are arranged, and the space between the vertical ribs is not more than 1.5 m; the wall height is greater than 3.5m and sets up horizontal muscle and horizontal muscle interval and is greater than 2 m.
3. The connecting structure of the masonry plastering wall under the full shear wall structure as claimed in claim 1, wherein the top of the reverse bank (1) and the bottom of the masonry wall (4) are both connected with a mortar bonding layer, and the height of the reverse bank (1) and the height of the bottom of the masonry wall (2) are not less than the height of one layer of masonry of the masonry wall (4).
4. The connecting structure of the plastering wall of the lower masonry of the full shear wall structure as claimed in claim 1, wherein the corner connectors (3) are arranged at intervals on the height of the masonry wall, and the width of the corner connectors (3) is not less than half of the thickness of the masonry wall and is connected to the middle part of the width of the masonry wall; the width of the corner connecting piece (3) is not less than 50 mm.
5. The connecting structure of the plastering wall of the lower masonry of the full shear wall structure as claimed in claim 4, wherein the corner connecting member (3) further comprises a vertical connecting member (33) connected to the inner side of the vertical portion (31), a horizontal upper connecting member (34) connected to the inner side of the horizontal portion (32) and a horizontal lower connecting member (35) connected to the outer lower portion of the horizontal portion (32); the vertical connecting piece (33), the transverse upper connecting piece (34) and the transverse lower connecting piece (35) are correspondingly connected with the wall building body.
6. The connecting structure of the plastering wall of the lower masonry of the full shear wall structure as claimed in claim 5, wherein the vertical connecting piece (33), the transverse upper connecting piece (34) and the transverse lower connecting piece (35) are detachably connected with the vertical part (31) and the transverse part (32) respectively, the vertical connecting piece (33), the transverse upper connecting piece (34) and the transverse lower connecting piece (35) are rod pieces, and the length of the rod pieces is adapted to the designed length of the connection of the masonry walls.
7. The connecting structure of the masonry wall under the full shear wall structure and the plastering wall is characterized in that the masonry wall (4) is built by autoclaved aerated concrete blocks and comprises a corner connecting upper block (42) connected to the internal corner of the corner connecting piece (3), a corner connecting lower block I (43) and a corner connecting lower block II (44) connected to the transverse part (32) of the corner connecting piece (3), and a standard block (41) connected to the corner connecting upper block (42), the corner connecting lower block I (43) and the corner connecting lower block II (44); the outer parts of the angle connecting upper block (42), the angle connecting lower block (43) and the angle connecting lower block (44) are connected with the mark block (41) in a vertically staggered manner.
8. The bottom block plastering wall connecting structure of a full shear wall structure as claimed in claim 7, wherein the corner connecting upper block (42) is correspondingly connected with the vertical connecting piece (33) and the horizontal connecting piece (34), and the corner connecting lower block one (43) and the corner connecting lower block two (44) are correspondingly connected with the horizontal connecting piece (35).
9. The connecting structure of the masonry plastering wall under the full shear wall structure as claimed in claim 1, wherein the verticality and the flatness allowable deviation of the masonry wall (4) are both less than or equal to 3mm, a gap of 20-30 mm is reserved at the top of the masonry wall (4), and the gap is filled with micro-expansion polymer cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122031115.5U CN215483808U (en) | 2021-08-26 | 2021-08-26 | Masonry plastering wall connection structure under full shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122031115.5U CN215483808U (en) | 2021-08-26 | 2021-08-26 | Masonry plastering wall connection structure under full shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215483808U true CN215483808U (en) | 2022-01-11 |
Family
ID=79764998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122031115.5U Expired - Fee Related CN215483808U (en) | 2021-08-26 | 2021-08-26 | Masonry plastering wall connection structure under full shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215483808U (en) |
-
2021
- 2021-08-26 CN CN202122031115.5U patent/CN215483808U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104018598B (en) | A kind of external wall structure and construction installation method | |
| CN103410332B (en) | A kind of concrete hollow block reinforcement wall construction technology | |
| CN104358341B (en) | Building brickwork and masonry construction method of building brickwork | |
| CN104790595A (en) | Construction method for adjustable tile hanging system of pitched roof | |
| CN101586370A (en) | Construction method of ceramsite light wallboard | |
| CN113775081B (en) | Construction method of inner and outer leaf composite wall body of archaize building | |
| CN102644382B (en) | Mounting technology of large-module wall | |
| CN106121231A (en) | A kind of skyscraper interts cross construction method | |
| CN101761155A (en) | Construction method for ceramsite concrete light-weight wall boards | |
| CN102352660A (en) | Gypsum block masonry and construction method thereof | |
| CN111042392A (en) | Construction method of SDHH type disassembly-free formwork foam concrete partition wall | |
| CN117661844A (en) | Light energy-saving wall partition board installation construction method | |
| CN215483808U (en) | Masonry plastering wall connection structure under full shear wall structure | |
| CN111591852A (en) | Construction method for additionally installing elevator and application thereof | |
| CN102182323A (en) | Process for dry laying of autoclaved aerated concrete blocks in low-latitude plateaus | |
| CN102758486A (en) | Anti-seepage method for building engineering | |
| CN105525700A (en) | Method for building indoor wall body by high-precision building blocks and wall body structure | |
| CN102296827A (en) | Mounting method of light-weight partition wall board | |
| CN211172565U (en) | A ram for argil brick facade | |
| CN112575978A (en) | Aerated concrete block guniting and plastering construction method | |
| CN111576681A (en) | FS composite heat-preservation construction integrated technology construction process | |
| CN213898201U (en) | Horizontal post-cast strip protection and maintenance integrated structure | |
| CN216811103U (en) | Concrete beam top is pasted and is cuted shaped steel board and consolidate structure | |
| Fakhratov et al. | Organizational and Technological Solutions for the Construction of Enclosing Structures Made of Cellular Concrete of Multi-Storey Buildings | |
| KR102493103B1 (en) | Tile construction to prevent cracks in civil engineering and building structures |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220111 |