CN215330697U - Tile wall anchor connection structure - Google Patents
Tile wall anchor connection structure Download PDFInfo
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- CN215330697U CN215330697U CN202121889235.2U CN202121889235U CN215330697U CN 215330697 U CN215330697 U CN 215330697U CN 202121889235 U CN202121889235 U CN 202121889235U CN 215330697 U CN215330697 U CN 215330697U
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- 239000011449 brick Substances 0.000 claims abstract description 52
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 238000004873 anchoring Methods 0.000 claims abstract description 14
- 238000009413 insulation Methods 0.000 claims abstract description 13
- 239000010410 layer Substances 0.000 claims description 58
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 239000004570 mortar (masonry) Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 239000011490 mineral wool Substances 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 230000002349 favourable effect Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 239000011083 cement mortar Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000009736 wetting Methods 0.000 description 2
- 238000010621 bar drawing Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 229910052573 porcelain Inorganic materials 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a flower brick wall anchoring connection structure, which comprises a structure wall body, a heat insulation layer and a flower brick wall which are sequentially connected to the outer side of the structure wall body, and tie bars connected among the structure wall body, the heat insulation layer and the flower brick wall; the structure wall body comprises a first wall body and a second wall body, wherein the first wall body and the second wall body are connected in an L shape, and a constructional column is connected to a corner. The arrangement of the tie bars is favorable for tying the tile wall, one end of each tie bar is connected with the structural wall, and the other end of each tie bar penetrates through the heat-insulating layer and is connected with the tile wall, so that the connection integrity of each layer is favorably ensured; through the arrangement of the connection of the first wall body, the second wall body and the constructional column, a connector is further formed at the corner connection part of the multiple wall bodies and the constructional column, and multiple tying is carried out horizontally through a steel bar net sheet; through the recess that the brick flower top set up under, do benefit to the location lacing wire on the one hand, on the other hand does benefit to fixed lacing wire and goes up the brick flower piece.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a flower brick wall anchoring connection structure.
Background
With the development of building structures, the plain tile wall is laid outside the building wall for decoration, and the artistic effects of nature, elegance, thickness, atmosphere and the like can be clearly expressed. With the introduction of traditional building materials and the process inheritance concept thereof, the artistic water-washed wall tile can be widely applied to building design. Compared with a brick wall with mixed water, the appearance quality is much higher.
The clear water tile wall constructs the texture with charm through the change of the stacking mode of the clear water tiles in the vertical surface direction, the concave-convex change and the like, the finished product can be obtained only by pointing during the building, the decoration of any external wall surface is not needed, and the construction technology is worth special research. However, how to combine the existing first wall body with the tile wall organically is a difficult point in the current construction.
SUMMERY OF THE UTILITY MODEL
The utility model provides a flower brick wall anchoring connection structure, which is used for solving the technical problems of connection between a concrete wall body and a flower brick wall, reinforcement of the connection part, connection design of the connection parts of the wall bodies in different directions and the like.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a kind of anchor connection structure of the wall of the flower brick, including the structural wall, connect to insulating layer and flower brick wall outside the structural wall sequentially, and link joint between structural wall, insulating layer and flower brick wall; the structural wall body is a reinforced concrete wall and comprises a first wall body and a second wall body, wherein the first wall body and the second wall body are connected in an L shape, and a constructional column is connected at a corner; the heat-insulating layer and the brick wall are arranged at the corners in a through-length mode, and the tie bars at the corners are encrypted and pass through the inside of the constructional columns;
the tie bars comprise longitudinal tie bars and transverse tie bars, and the longitudinal tie bars and the transverse tie bars are integrally or detachably connected; the vertical lines of the pulling longitudinal bars are connected among the structural wall body, the constructional column, the heat insulation layer and the tile wall in a penetrating manner, and the pulling transverse bars are arranged in parallel in the length direction of the tile wall;
and the longitudinal pulling bar is fixedly connected with concrete, a reinforcing mesh or a column bar in the structural wall body.
Furthermore, the longitudinal pulling ribs and the transverse pulling ribs are in an inverted L shape, an F shape, a Chinese character 'ri' shape or a Chinese character 'mu' shape, and the outer side surfaces of the longitudinal pulling ribs and the transverse pulling ribs are rough surfaces; the lacing wire is anchored into the structural wall or fixedly connected to the constructional column; when the tie bars are in lap joint, the lap joint length is not less than 55d and not less than 300mm, and the thickness of the mortar protective layer is not less than 15 mm.
Furthermore, first wall body and second wall body are sharp, and the reinforcing bar is reserved with the constructional column in first wall body and the second wall body and is connected.
Furthermore, a column rib is arranged inside the constructional column and fixedly connected with the longitudinal pulling rib; and lacing wires which are communicated along the whole length of the structural wall body are arranged along the whole height of the structural column or the structural wall body every 500 mm.
Furthermore, a second wall connecting rib is arranged in the second wall body, the second wall body connecting rib is at least 300mm, and the second wall body connecting rib extends into the constructional column and is connected with the column rib.
Furthermore, the tile wall also comprises a design art gap which is in a shape of a square, a plum blossom or a triangle; and the notches are provided with lacing wires in a encrypted way.
Furthermore, the connection lacing wire part of the flower brick wall is provided with at least an upper layer and a lower layer which are respectively an upper flower brick block and a lower flower brick block, and a bonding layer between the flower brick walls is arranged between the upper flower brick block and the lower flower brick block.
Furthermore, a groove is prefabricated in the lower flower brick block, the groove is arranged corresponding to the tie bar, and the depth of the groove is not less than half of the diameter of the tie bar.
Furthermore, reinforcing mesh sheets are connected among the structural wall body, the heat insulation layer and the tile wall, each reinforcing mesh sheet comprises a reinforcing mesh sheet longitudinal rib and a reinforcing mesh sheet transverse rib, the reinforcing mesh sheet longitudinal ribs are arranged along the length direction of the structural wall body, at least one reinforcing mesh sheet longitudinal rib is arranged in each of the structural wall body and the tile wall, and the reinforcing mesh sheet transverse ribs vertically penetrate through the structural wall body, the heat insulation layer and the tile wall; the reinforcing mesh is also fixedly connected with the column reinforcement.
Furthermore, the heat-insulating layer comprises a rock wool layer, a hollow layer and a polystyrene board layer, and a supporting layer is further arranged on one side of the structural wall body of the heat-insulating layer; the supporting layer is composed of a steel bar framework, and the steel bar framework is fixedly connected with the structural wall and the tie bars respectively.
The utility model has the beneficial effects that:
1) the arrangement of the tie bars is favorable for tying the tile wall, one end of each tie bar is connected with the structural wall, and the other end of each tie bar penetrates through the heat-insulating layer and is connected with the tile wall, so that the connection integrity of each layer is favorably ensured;
2) according to the utility model, through the arrangement of the connection of the first wall body, the second wall body and the constructional column, a connector is further formed at the corner connection part of the multiple wall bodies and the constructional column, and multiple tying is carried out horizontally through the reinforcing mesh;
3) according to the utility model, the groove arranged at the top of the lower brick flower block is beneficial to positioning the lacing wire on one hand and fixing the lacing wire and the upper brick flower block on the other hand;
in addition, the supporting layer arranged on the inner side surface of the heat-insulating layer is favorable for further limiting the heat-insulating layer and stabilizing the lacing wires; the utility model has simple components, is easy to operate and can greatly meet the construction fixing requirement; 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 schematic view of a masonry structure for a tile wall;
FIG. 2 is a second schematic view of a first wall masonry structure;
FIG. 3 is a schematic view of a lacing wire structure
FIG. 4 is a first schematic view of the connection of a masonry tile wall and tie bars;
FIG. 5 is a second schematic view of the connection of the masonry tile wall and the tie bars.
Reference numerals: 1-a first wall body, 2-a heat insulation layer, 3-a tile wall, 31-an upper tile block, 32-a lower tile block, 33-an inter-tile wall bonding layer, 4-tie bars, 41-longitudinal tie bars, 42-transverse tie bars, 5-constructional columns, 6-column tie bars, 7-a second wall body, 8-steel bar net piece longitudinal tie bars and 9-steel bar net piece transverse tie bars.
Detailed Description
Taking the old porcelain factory transformation project in a certain area as an example, the building height is 23.68 meters, the underground two-storey and the overground five-storey building has a reinforced concrete frame structure. When the artistic plain brick is built, a BIM brick arranging technology is adopted, and then the building construction is carried out. As shown in fig. 1 to 5, the art clean water tile wall masonry structure comprises a structural wall body, an insulating layer 2 and a tile wall 3 which are sequentially connected to the outer side of the structural wall body, and tie bars 4 connected among the structural wall body, the insulating layer 2 and the tile wall 3; the structural wall body is a reinforced concrete wall; wherein, the wall 3 is a red brick wall with the thickness of 120mm, and the thickness of the first wall 1 is 200 mm. The structural wall body is a reinforced concrete wall and comprises a first wall body 1 and a second wall body 7, wherein the first wall body 1 and the second wall body 7 are connected in an L shape, and a constructional column 5 is connected at a corner; the heat preservation 2 and the wall of the flower brick 3 are arranged at the corner in a through length mode, and the lacing wires 4 at the corner are encrypted and pass through the constructional columns 5.
In this embodiment, the first wall 1, the second wall 7, the heat insulation layer 2 and the tile wall 3 are further connected with a steel mesh, the steel mesh comprises steel mesh longitudinal ribs 8 and steel mesh transverse ribs 9, the steel mesh longitudinal ribs 8 are arranged along the length direction of the first wall 1 or the second wall 7, at least one steel mesh longitudinal rib is arranged on each of the first wall 1, the second wall 7 and the tile wall 3, and the steel mesh transverse ribs 9 vertically cross-connect the structural wall, the heat insulation layer 2 and the tile wall 3; the reinforcing mesh is also fixedly connected with the column reinforcement 6 and the connecting reinforcement of the second wall body 7 respectively.
In this embodiment, the insulating layer 2 comprises a rock wool layer, a hollow layer and a polystyrene board layer on two sides, wherein the polystyrene board is not less than 40 mm. The heat preservation layer 2 is also provided with a supporting layer on one side of the first wall body 1; the supporting layer is composed of a steel bar framework, and the steel bar framework is fixedly connected with the first wall body 1, the second wall body 7 and the tie bars 4 respectively.
As shown in fig. 3, the tie bar 4 is made of a steel bar having a diameter of 4 mm. The lacing wire 4 comprises a longitudinal lacing wire 41 and a transverse lacing wire 42, and the longitudinal lacing wire 41 and the transverse lacing wire 42 are integrally or detachably connected; the vertical drawing longitudinal ribs 41 are vertically penetrated among the structural wall body, the heat insulation layer 2 and the tile wall 3, and the transverse drawing ribs 42 are arranged in parallel in the length direction of the tile wall 3; the longitudinal tension bar 41 is fixedly connected with concrete, reinforcing mesh or column reinforcement 6 in the structural wall body. In addition, the lacing wire 4 should prevent to destroy the internal reinforcing bar of structure wall when the bar planting drilling, and drilling depth is 100mm, and the aperture is 10 mm. And performing a nondestructive drawing test on the embedded steel bar in situ or nearby part of the embedded steel bar, wherein the axial tension nondestructive bearing capacity test value of the anchoring steel bar drawing test is not less than 6 KN.
Wherein, the longitudinal pulling bar 41 and the transverse pulling bar 42 can be in an inverted L shape, an F shape, a Chinese character 'ri' shape or a Chinese character 'mu' shape, and the outer side surfaces of the longitudinal pulling bar 41 and the transverse pulling bar 42 are rough surfaces; the tie bars 4 are anchored into the first wall body 1 and the second wall body 7 or welded on the steel constructional columns 5, and the welding length is 5d welded on the double sides or 10d welded on the single sides; when the tie bars 4 are in lap joint connection, the lap joint length is not less than 55d and not less than 300mm, and the thickness of the mortar protective layer is not less than 15 mm.
In this embodiment, the first wall 1 and the second wall 7 are both linear, and the first wall 1 is connected with the second wall 7 in the horizontal vertical direction of the tile wall 3; the second wall 7 and the first wall 1 are provided with constructional columns 5 at the joints. The constructional column 5 is a concrete column and can also be a steel column; a column rib 6 is arranged in the concrete column, and the column rib 6 is fixedly connected with a longitudinal pulling rib 41; and the lacing wires 4 which are penetrated through along the whole length of the first wall body 1 are arranged along the constructional columns 5 or the whole height of the structural wall body every 500 mm. Wall connecting ribs are arranged in the first wall body 1 and the second wall body 7, the wall connecting ribs are at least 300mm, and the wall connecting ribs extend into the constructional columns 5 and are connected with the column ribs 6.
In this embodiment, the tile walls 3 may be laid in rows by the deepening of the BIM technique, and may further include design notches in the shape of a square, a quincunx, or a triangle; the lacing wires 4 are arranged at the notches in a encrypted mode. As shown in fig. 4 and 5, the tile wall 3 at the connecting tie bar 4 has at least an upper layer and a lower layer, which are an upper tile block 31 and a lower tile block 32, respectively, and an inter-tile-wall bonding layer 33 is arranged between the upper tile block 31 and the lower tile block 32, and is a 20mm vitrified micro bubble thermal mortar layer. The lower brick 32 is pre-provided with a groove, the groove is arranged corresponding to the position of the lacing wire 4, and the depth of the groove is not less than half of the diameter of the lacing wire 4.
A mortar stirrer is arranged on a construction site and used for mixing dry-mixed mortar on the site, and when water is added into the premixed mortar on the site for mixing, the temperature is between 5 and 35 ℃, and if the environmental temperature exceeds the requirement, construction is suspended.
When the brick wall 3 is built, the corners are coiled before the bricks are built, the coiling angles do not exceed five layers every time, the large angle of a new disk is hung and leaned in time, and if deviation exists, the new disk is trimmed in time. During corner coiling, the brick layers and elevations of the leather number rods need to be carefully compared, and the size of the mortar joints is well controlled, so that the horizontal joints are uniform and consistent. The large angle is rechecked once after being coiled, and after the flatness and the verticality completely meet the requirements, the large angle is hung for building a wall; and (3) hanging wires, namely when a 240mm wall is built, a single wire for hanging outer hands (double wires can be hung according to the condition of the appearance quality requirement of the brick, and if the requirement on the quality is high, the quality of the laid brick is improved.) can be used for taking care of the flatness of two surfaces of the brick wall, and a foundation is laid for controlling the plastering thickness in the next process. The wire hanging outer leaf wall should hang a through wire from the top in the height direction, and the inner leaf wall hangs a through wire on each layer in the height direction; and a BIM technology is introduced to carry out masonry arrangement and responsible node deepening on the brick wall 3 for guiding site construction.
Before the brick blocks of the flower brick wall 3 are used, watering and wetting are carried out 1-2 days in advance, the wetting degree is determined according to the climate condition, the surface of the brick is slightly air-dried when the brick is built, the water content is preferably 10-15%, and the brick is strictly prohibited to be built at normal temperature; the brick laying method adopts a three-one brick laying method of shoveling ash, one brick and one extruding and rubbing. When laying bricks, the bricks need to be laid flat. The wall surface needs to be expanded when the inner hand is high, and the wall surface needs to be backed when the inner hand is low. The line must be followed to the brickwork, the line must be followed, lower arris must follow the line, adjacent about will be to flat ", masonry mortar must be along with stirring along with using, and general cement mortar must make within 3 hours. The masonry construction joints are typically left at the construction columns 5. In general, no straight branches are left on the brick wall. If the branches can not be left, straight branches can be left, but the branches must be built, and tie bars should be additionally arranged. The number of the tie bars is not more than 300mm along the wall height, and a long steel bar net sheet passing through the wall is arranged and tied with the frame column of the constructional column 5;
after the wall body of the tile wall 3 is built, the jointing is uniformly performed from top to bottom. Adopting slurry adding and pointing, using M15 cement mortar, wherein the consistency is 4-5 cm, the pointing form is a flat joint, the pointing depth is 8mm, and the horizontal joint and the vertical joint need to be smoothly connected; the opener can be used for opening and repairing the vent holes with large deviation by drawing wires, and the horizontal seams are uneven, and blind seams are also drawn and leveled. If the line is too shallow or the scraping mortar joint is missed during wall building, the mortar knife is used for picking and chiseling the mortar joint, the depth is controlled within 12-14 mm, and the mortar joint is cleaned; the brick with the missing edge and the falling corner and the vertical joint of the floating block are repaired, cement is added to the brick surface when the color of mortar is consistent with the color of the brick, and the mixture is mixed into 1: 2, plastering cement mortar into the unfilled corner, and pressing the surface of the brick by polishing.
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 (10)
1. A flower brick wall anchoring connection structure is characterized by comprising a structure wall body, a heat insulation layer (2) and a flower brick wall (3) which are sequentially connected to the outer side of the structure wall body, and tie bars (4) connected among the structure wall body, the heat insulation layer (2) and the flower brick wall (3); the structural wall body is a reinforced concrete wall and comprises a first wall body (1) and a second wall body (7), wherein the first wall body (1) and the second wall body (7) are connected in an L shape, and a constructional column (5) is connected at a corner; the heat-insulating layer (2) and the tile wall (3) are arranged at the corners in a through-length mode, and the tie bars (4) at the corners are encrypted and pass through the constructional columns (5);
the lacing wire (4) comprises a longitudinal lacing wire (41) and a transverse lacing wire (42), and the longitudinal lacing wire (41) and the transverse lacing wire (42) are integrally or detachably connected; the vertical lines of the pulling longitudinal ribs (41) are connected among the structural wall body, the constructional column (5), the heat-insulating layer (2) and the tile wall (3) in a penetrating manner, and the pulling transverse ribs (42) are arranged in parallel in the length direction of the tile wall (3);
and the longitudinal pulling bar (41) is fixedly connected with concrete, a reinforcing mesh or a column bar (6) in the structural wall body.
2. The tile wall anchoring structure according to claim 1, wherein the longitudinal pulling ribs (41) and the transverse pulling ribs (42) are in an inverted L shape, an F shape, a reversed h shape or a line shape, and the outer side surfaces of the longitudinal pulling ribs (41) and the transverse pulling ribs (42) are rough surfaces; the tie bars (4) are anchored into the structural wall or fixedly connected to the constructional columns (5); when the tie bars (4) are in lap joint, the lap joint length is not less than 55d and not less than 300mm, and the thickness of the mortar protective layer is not less than 15 mm.
3. The tile wall anchoring connection structure of claim 2, wherein the first wall body (1) and the second wall body (7) are both linear, and the reinforcing steel bars in the first wall body (1) and the second wall body (7) are reserved for being connected with the constructional column (5).
4. A tile wall anchoring connection according to claim 3, wherein a stud (6) is provided inside the construction stud (5), the stud (6) being fixedly connected to the tension longitudinal bar (41); and the lacing wires (4) which are penetrated through along the whole length of the structural wall body are arranged along the structural columns (5) or the whole height of the structural wall body every 500 mm.
5. A tile wall anchoring connection according to claim 4, wherein a second wall (7) connecting rib is provided in the second wall (7), the second wall (7) connecting rib is at least 300mm, and the second wall (7) connecting rib extends into the constructional column (5) and is connected with the column rib (6).
6. The anchoring structure of a tile wall according to claim 1, wherein said tile wall (3) further comprises a notch comprising a design art, the notch being square-shaped, quincunx-shaped or delta-shaped; and the notches are provided with lacing wires (4) in a encrypted way.
7. The tile wall anchoring connection structure of claim 6, wherein the tile wall (3) at the connection tie bar (4) has at least an upper layer and a lower layer, which are an upper tile block (31) and a lower tile block (32), respectively, and an inter-tile-wall bonding layer (33) is arranged between the upper tile block (31) and the lower tile block (32).
8. The tile wall anchoring connection structure of claim 7, wherein the lower tiles (32) are preformed with grooves corresponding to the tie bars (4) and having a depth not less than half of the diameter of the tie bars (4).
9. The tile wall anchoring connection structure of claim 1, wherein the structural wall, the insulating layer (2) and the tile wall (3) are further connected with a reinforcing mesh sheet, the reinforcing mesh sheet comprises reinforcing mesh sheet longitudinal ribs (8) and reinforcing mesh sheet transverse ribs (9), the reinforcing mesh sheet longitudinal ribs (8) are arranged along the length direction of the structural wall and at least one reinforcing mesh sheet transverse rib is arranged in each of the structural wall and the tile wall (3), and the reinforcing mesh sheet transverse ribs (9) vertically penetrate through the structural wall, the insulating layer (2) and the tile wall (3); the reinforcing mesh is also fixedly connected with the column ribs (6).
10. The tile wall anchoring structure of claim 1, wherein the insulation layer (2) comprises a rock wool layer, a hollow layer and a polystyrene board layer, and the insulation layer (2) is further provided with a supporting layer on one side of the structural wall body; the supporting layer is composed of a steel bar framework, and the steel bar framework is fixedly connected with the structural wall and the tie bars (4) respectively.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121889235.2U CN215330697U (en) | 2021-08-13 | 2021-08-13 | Tile wall anchor connection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121889235.2U CN215330697U (en) | 2021-08-13 | 2021-08-13 | Tile wall anchor connection structure |
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| CN215330697U true CN215330697U (en) | 2021-12-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117822718A (en) * | 2023-11-30 | 2024-04-05 | 南方科技大学 | An outsourced ECC double steel plate concrete mixed structure and its construction method |
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2021
- 2021-08-13 CN CN202121889235.2U patent/CN215330697U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117822718A (en) * | 2023-11-30 | 2024-04-05 | 南方科技大学 | An outsourced ECC double steel plate concrete mixed structure and its construction method |
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