CN115162814A - Frame corrugated steel plate shear wall building - Google Patents
Frame corrugated steel plate shear wall building Download PDFInfo
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- CN115162814A CN115162814A CN202210795472.5A CN202210795472A CN115162814A CN 115162814 A CN115162814 A CN 115162814A CN 202210795472 A CN202210795472 A CN 202210795472A CN 115162814 A CN115162814 A CN 115162814A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
Abstract
Frame ripple steel sheet shear force wall building, the shear force wall of current steel construction building generally adopts thicker steel sheet, has reached 100 millimeters even to the building steel sheet thickness of several hundred meters height, consumes greatly. The product comprises the following components: the wall body frame and the floor bearing beam are fixedly connected to form the wall body frame, the wall body frame and the floor bearing beam are assembled and connected through screws to form a three-dimensional bearing frame, and corrugated steel plate shear wall plates with the corrugated direction being the horizontal direction are distributed between the adjacent wall body bearing columns; corrugated steel plate shear floor plates with the corrugated direction perpendicular to the length direction of the floor bearing beams are distributed between every two adjacent floor bearing beams, the three-dimensional force-bearing frame, the corrugated steel plate shear wall plates and the corrugated steel plate shear floor plates are assembled and connected to form a building main body, the top of the wall body frame is connected with a roof, and the floor bearing beams or the wall body beams are connected with stairs. The product is a steel building with a new structure.
Description
Technical Field
The invention belongs to the field of building structures, and particularly relates to a novel steel plate shear wall building.
Background
In a common traditional steel structure frame building, no structural wall body support exists between wall body frames, and a partition wall adopts a wall body formed by filling light structural members in the wall body frames for the second time. The structural filler is not structurally connected with the wall framework, the framework is not supported, horizontal lateral force is transmitted by the cross beam, the wall structure is easy to bend before the member yields, and the shearing resistance is poor. The structure is difficult to meet the requirement of earthquake resistance when the building height is higher, and is generally only suitable for building buildings with lower height. In the existing super high-rise building, in order to increase the shear-resistant function, a structural measure is adopted to increase a shear wall in a frame. The shear wall generally adopts thicker steel plates, and for buildings with the height of hundreds of meters, the thickness of the steel plates even reaches 100 millimeters, so that the material consumption is huge. In recent years, the shear wall made of corrugated steel plates is researched, but research is mainly conducted on theoretical research on corrugated parameters and stress of the corrugated steel plate wall, and the structure of the corrugated steel plate wall is connected with a frame, and how members with corrugated plates are connected, so that the research is relatively less in application research in building practice.
In a traditional steel structure frame building structure, a concrete composite floor slab is adopted as a floor slab. The floor slab generally does not participate in lateral stress of the building, and mainly plays a role in bearing vertical load of the floor.
In the traditional steel structure frame building structure, wall frames are connected through horizontal beams to form a three-dimensional frame. The floor slab is arranged on the upper part of the horizontal beam, the actual thickness of the floor slab is the thickness of the horizontal beam and the thickness of the floor slab, the whole thickness is thicker, and the occupied space is larger.
In a steel structure building, what structural floor slabs are adopted can enable the floor slabs to have a shear-resistant function, and the floor slabs and a steel structure wall body are mutually supported and cooperatively work to form a complete anti-seismic system, which is also a blind area in theory and technology.
Disclosure of Invention
The invention aims to provide a novel corrugated steel plate shear wall steel structure frame building, wherein a corrugated steel plate shear wall body and a corrugated steel plate shear floor are combined in the building, and the corrugated steel plate shear wall plate and the corrugated steel plate shear floor work cooperatively to form a complete lateral force stress resisting system. Has super shock-proof function.
A frame corrugated steel plate shear wall building comprises the following components: the wall body frame and the floor bearing beam are fixedly connected to form the wall body frame, the wall body frame and the floor bearing beam are assembled and connected through screws to form a three-dimensional bearing frame, and corrugated steel plate shear wall plates with the corrugated direction being the horizontal direction are distributed between the adjacent wall body bearing columns; corrugated steel plate shear floor plates with the corrugated directions perpendicular to the length direction of the floor bearing beams are distributed between the adjacent floor bearing beams, the three-dimensional bearing frame, the corrugated steel plate shear wall plates and the corrugated steel plate shear floor plates form a building main body after being assembled and connected, the top of the wall body frame is connected with a roof, and the floor bearing beams or the wall body beams are connected with stairs.
The frame corrugated steel plate shear wall building is characterized in that a group of wall bearing column segments are connected by upper and lower screw parts to form the wall bearing column, the wall bearing column segments are connected by corrugated steel plate shear wall plates and wall beams to form prefabricated wall plates after being fixedly connected, the prefabricated wall plates are adjacent from top to bottom, the end parts of the wall bearing column segments are connected by screw parts to form heightened wall plates, the prefabricated wall plates are adjacent horizontally, the wall bearing column segments are connected by screw parts to form widened wall plates or wall plates with corners, and the prefabricated wall plates are connected by screw parts to form corrugated shear wall bodies.
The frame corrugated steel plate shear wall building is characterized in that a pair of floor slab bearing beams are fixedly connected through a corrugated steel plate shear floor slab to form a prefabricated floor slab, and a group of prefabricated floor slabs are assembled and connected through the floor slab bearing beams through screws to form a corrugated shear floor slab.
The frame corrugated steel plate shear wall building is characterized in that the corrugated shear wall body and the corrugated shear floor slab are assembled and connected through the screw thread to form a building main body, the building main body comprises a door window, and the building main body is compounded with a fireproof layer.
In the frame corrugated steel plate shear wall building, the adjacent wall beams which are parallel to each other are connected with the floor bearing beams through filling plates, and the filling plates are independent plates or short beam composite plates.
The frame corrugated steel plate shear wall building is characterized in that an installation process seam is arranged between the corrugated steel plate shear wall plate and the wall body beam, and the floor slab bearing beam is lapped on the wall body beam at the position of the installation process seam.
In the frame corrugated steel plate shear wall building, a gap is formed between every two adjacent corrugated steel plate shear wall plates.
In the frame corrugated steel plate shear wall building, the wall bearing column is a plane column or a section steel column, the section of the wall bearing column is rectangular, groove-shaped, C-shaped or polygonal, and the thickness gradient of the wall bearing column is gradually thinned from bottom to top along with the height change of the building main body; the floor bearing beam is a plane beam or a section steel beam.
Has the advantages that:
1. the wall body framework is formed by secondary filling light components, the structural filler and the wall body framework are not structurally connected, the framework is not supported, horizontal lateral force is transmitted by a cross beam, the wall body framework is easy to deform and poor in shearing resistance, and the anti-seismic requirement is difficult to meet when the building height is high, so that the building is generally only suitable for building buildings with low height. Meanwhile, the structure is complex in process, the components are difficult to realize the standard production of a production line, the consumption of wall materials is high, and the labor cost is high.
In the existing building, for a super high-rise building, in order to increase a shear resistant function, a structural measure is adopted to increase a shear wall in a frame. The shear wall generally adopts thicker steel plates, and for buildings with the height of hundreds of meters, the thickness of the steel plates even reaches 100 millimeters, so that the material consumption is huge. Meanwhile, the cost is high due to the corresponding increase of the self-significant basic cost.
The corrugated shear wall is formed by fixedly connecting the horizontal corrugated steel plate shear wall plates with the wall bearing columns and connecting the wall bearing columns with each other. The corrugated steel plate shear wall plate can provide super-strong buckling resistance under the condition that the steel plate is relatively thin, and forms a corrugated shear wall body with strong shearing resistance and vertical bearing capacity after being connected with the wall body bearing upright post, thereby not only playing a partition function, but also having a shearing resistance function, and the wall plate is thin in thickness and low in manufacturing cost. The corrugated wall body is clear in stress, the wall body bearing upright posts bear vertical force, the corrugated steel plate shear wall boards bear horizontal force, the upper and lower corrugated steel plate shear wall board units are not required to be connected during installation, and the installation is very convenient.
2. The wall column is different from the traditional column of a frame structure, the distance between the columns of the traditional steel structure is relatively far and is generally more than three meters, the distance between the columns of the wall column is generally between 1.5 meters and 2.5 meters, the distance between the columns is comprehensively considered according to stress, manufacture, transportation and installation, and only one factor of the stress is considered in the very traditional method. The stress of the column is solved through the thickness of the wall column, so that the specification can be more uniform.
3. A corrugated steel plate shear floor with the corrugated direction vertical to the length direction of the floor bearing beams is fixedly connected between the adjacent floor bearing beams to form a corrugated shear floor, so that the floor has a shear resistance function. The shear floor slab of the corrugated steel plate is made into the corrugated plate by changing the geometric shape of the steel plate, can provide stronger buckling resistance under the condition of thinner plate body, and can bear horizontal force in longitudinal and transverse directions and vertical floor load.
4. The wall frame and the floor bearing beam are assembled and connected through the screw thread to form a three-dimensional bearing frame, the corrugated steel plate shear wall plate and the corrugated steel plate shear floor plate are embedded in the three-dimensional bearing frame to form a rectangular cylinder structure similar to the mutual connection, and the corrugated steel plate shear wall plate and the corrugated steel plate shear floor plate work cooperatively to bear horizontal, vertical and horizontal forces and have a strong shear resistance function.
The wall bearing column has super-strong anti-instability capability under the support of the corrugated steel plate shear wallboard and the corrugated steel plate shear floor panel, and the material thickness of the wall bearing column is greatly reduced.
5. The wall body frame is formed by fixedly connecting the wall body bearing columns and the wall body beams, the wall body beams exist in the wall body, the additional space occupation is avoided, and the wall body beams have the following functions: firstly, can install floor bearing beam on the wall body roof beam, because the wall body roof beam has certain length, floor roof beam mounted position can be confirmed in a flexible way, and is unrestricted, can simplify the technical specification of floor greatly, makes things convenient for the floor module composite mounting of different width, makes the floor can standardize, the prefabricated production of mass formula. Secondly, the rigidity of the wall body can be further increased, and the stability of the building is enhanced. The height of the first floor of the invention is only a group of wall beams at the same horizontal position, the height position corresponds to the position of the floor slab, and the distance between the wall beams at the upper and lower floors is the height of the floor. The upper wall body beam and the lower wall body beam are not in direct contact, and do not need to be connected, so that the connecting process is omitted.
6. In traditional steel frame structure building, the wall body frame that is parallel to each other passes through the horizontal beam and connects, and the floor roof beam lays on the horizontal beam, and this kind of structure has increased the whole thickness of floor. The mutually parallel wall frames of the invention are connected by floor beams, and horizontal beams are omitted. The corrugated steel plate shear floor slab is embedded and fixed between the adjacent floor beams, so that the overall thickness of the floor slab is reduced.
7. The wall bearing column of the invention is formed by connecting a group of wall bearing column sections with upper and lower screw thread pieces. The wall bearing column is made into a plurality of sections, which is convenient for transportation and installation. The wall bearing column is connected with the wall beam in a welding mode through the corrugated steel plate shear wall boards in a segmented mode to form the prefabricated wall board, so that the wall can be produced in a factory and installed in a modularized mode, and the corrugated wall can be conveniently assembled through the modular prefabricated wall board.
8. The prefabricated wall boards adjacent up and down are connected through the end parts of the wall body bearing column sections to form the heightened wall boards, only one wall beam of the prefabricated wall board is arranged at each floor height, the upper wall beam and the lower wall beam are not in contact with each other and are not connected with each other, and the prefabricated wall board is not a frame beam in the traditional sense. The corrugated steel plate shear wall plate is distributed between the wall body beam and the wall body beam, compared with a frame beam connecting structure, the corrugated steel plate shear wall plate has the advantages of fewer bolts and low requirement on connecting precision, and is beneficial to processing and manufacturing of prefabricated wall plates.
9. The horizontally adjacent prefabricated wall boards can be combined into various widened or corner-bearing corrugated wall boards through the connection of the wall bearing column sections through the threaded parts, and the corrugated wall boards are suitable for various building requirements. The prefabricated wallboards of the invention can form the main body wall of the building through the screw thread group connection, the variety and the specification of the components are few, and the overall direction of few-specification multi-combination which meets the national assembly type steel structure building requirement is provided.
10. The pair of floor slab bearing beams is fixedly connected through the corrugated steel plate shear floor slab to form the prefabricated floor slab, the length and width dimensions of the prefabricated floor slab are determined according to comprehensive consideration such as stress, transportation and the like, the corrugated floor slab can be formed by assembling and connecting the prefabricated floor slabs with less specifications through the floor slab bearing beams through the threaded parts, and the corrugated floor slab is very convenient to produce, transport and install.
11. The floor in the building has many different forms, and the prefabricated floor slab can meet the use requirements of most floors. However, special structures are needed in some special positions to complete the construction work, and the adjacent wall beams and the floor bearing beams which are parallel to each other are connected through the filling plates, so that the construction requirement of special floor positions is met. The filling-up plate can adopt a flat plate or an independent plate of a corrugated plate at the position with smaller width, and is a composite plate body formed by combining the corrugated plate and the short beam at the position with relatively wider width.
12. The wall beam is positioned in the wall frame, and the building height is not additionally increased when the wall beam is connected with the floor bearing beam, so that the height space is saved.
13. The wall beam and the corrugated shear wallboard are provided with the installation process seam, and the floor bearing beam can penetrate through or be lapped on the floor bearing beam at the position of the process seam, so that the installation is very convenient.
Drawings
FIG. 1 is a schematic diagram of a connection structure of a corrugated shear wall and a corrugated shear floor of a frame corrugated steel plate shear wall building;
FIG. 2 is an enlarged schematic view of a portion a of FIG. 1;
FIG. 3 isbase:Sub>A schematic view taken along line A-A of FIG. 1;
FIG. 4 is a schematic view taken along line B-B of FIG. 1;
FIG. 5 is an enlarged view of the portion b of FIG. 4;
FIG. 6 is a schematic view of a floor joist lap-jointed to a wall beam, the installation location being at an installation process seam;
FIG. 7 is a schematic view of the position of FIG. 1, and FIG. 1 is an enlarged view of the portion c of FIG. 7;
fig. 8 is a schematic view of the position of the completion plate, which is a corrugated independent plate.
Detailed Description
Example 1:
as shown in fig. 1, 2, 3 and 4, the frame corrugated steel plate shear wall building comprises a wall frame and a floor slab bearing beam 1, wherein a wall bearing column 2 and a wall beam 3 are fixedly connected to form the wall frame, and a hollow polygonal cylinder formed by the wall frame is formed. The bearing beam 1 is arranged at the height position of the floor slab of the hollow polygonal cylinder body, and the wall body frame is assembled and connected with the bearing beam 1 of the floor slab through a screw thread to form a three-dimensional bearing frame. The distance between the upright columns of the traditional frame steel structure building is generally in the range of 3-8 meters, the upright columns are stressed in a concentrated mode, and the bending moment of the cross beam is large due to the large distance. The distance between the wall bearing columns 2 is generally 1.2-2.8 m, the stress is balanced, and the sectional area of the component is relatively small. A corrugated steel plate shear wall plate 21 with the corrugation direction being the horizontal direction is arranged between the adjacent wall body bearing columns 2; after corrugated steel plate shear floor plates 11 with the corrugated directions perpendicular to the length direction of the floor bearing beams are arranged between the adjacent floor bearing beams 1, a three-dimensional bearing frame, the corrugated steel plate shear wall plates 21 and the corrugated steel plate shear floor plates 11 are assembled and connected to form a building main body together, and the building main body is formed by connecting a plurality of rectangular box bodies with corrugated plates, and has excellent lateral resistance and strong earthquake resistance. The top of the wall frame is connected with a roof, and the floor bearing beam or the wall beam is connected with a stair. The height position of the wall body beam corresponds to the height position of the floor slab bearing beam, and the floor slab bearing beam can be connected with the wall body bearing column 2 and can also be connected with the wall body beam 3.
According to the invention, the corrugated steel plate shear wall plate 21 is not installed in the height range of the door, and the door opening is defined by the wall body bearing columns 2 on two sides and the corrugated steel plate shear wall plate 21 or the floor slab bearing beam 1 connecting the wall body bearing columns 2 on two sides.
The position of the window is not provided with the corrugated steel plate shear wall plate within the height range of the window, and the window is formed by the wall bearing columns 2 on two sides, the corrugated steel plate shear wall plate 21 connecting the wall bearing columns 2 on two sides, the floor bearing beam 1, the wall beam 3 or the corrugated beam-plate combination body.
Example 2:
as shown in fig. 1 and 3, for a building with more than 2 floors, the wall load-bearing column can be made into relatively short wall load-bearing column segments because the wall load-bearing column is long. The wall bearing column 2 is formed by connecting a group of wall bearing column sections 22 through upper and lower screw thread pieces. A pair of parallel to each other wall body bearing post segmentation pass through corrugated steel sheet shear force wallboard 21 with 3 fixed connection of wall body roof beam after form prefabricated wallboard 4, adjacent from top to bottom prefabricated wallboard 4 warp the segmented tip of wall body bearing post pass through the screw thread and connect and form the wallboard of heightening, the level is adjacent the wall body bearing post of prefabricated wallboard 4 between contact each other, connect through the screw thread between the wall body bearing post segmentation and form the in-line wallboard of widening, perhaps assemble into the cross or the L shape or the T shape wallboard that have the corner, it is a set of prefabricated wallboard 4 forms corrugated shear force wall body after connecting through the screw thread spare.
Example 3:
in the frame corrugated steel plate shear wall building according to embodiment 1, as shown in fig. 1 and 3, a pair of mutually parallel floor slab support beams 1 are fixedly connected through the corrugated steel plate shear floor slab 11 to form a prefabricated floor slab 5, and the corrugated steel plate shear floor slab is embedded and fixed at the lateral position of the floor slab support beams at two sides during connection, so that the height of the floor slab support beams does not exceed the height of the floor slab support beams, and the height space is saved. Adjacent precast floor slabs 5 may be connected by floor support beams. And a group of the precast floor slabs 5 are assembled and connected through the floor slab support beam 1 through screws to form a corrugated shear floor slab.
Example 4:
in the frame corrugated steel plate shear wall building in embodiment 2 or 3, as shown in fig. 1, the corrugated shear wall body and the corrugated shear floor slab are assembled and connected through screws to form a force-bearing building body, the building body includes windows and doors, and a fire-proof layer is composited on the building body.
Example 5:
as shown in fig. 8, the frame corrugated steel plate shear wall building according to embodiment 1, 2, 3, or 4 has a large area when a floor slab is installed, and is relatively easy to install compared with a floor slab at a regular position. Floor installation of the run-out and corner portions is relatively difficult. At the position of the ending part or the corner part, the adjacent wall body beam 3 which is parallel to each other and the floor bearing beam 1 can be connected through the filling plate 7, and the filling plate 7 can be an independent flat plate body or a corrugated plate body when the width is narrow. At the position with wider width, the short beam and the corrugated plate can be compounded to form a beam composite plate body for connection. The plate body should be relatively thick to provide sufficient support when used.
Example 6:
in the frame corrugated steel plate shear wall building of embodiment 1 or 2, as shown in fig. 6, the wall beam 3 and the corrugated steel plate shear wall plate 21 may not be connected. According to the requirement, the corrugated steel plate shear wall plate 21 and the wall body beam 3 can be provided with an installation process seam 6, and the floor slab bearing beam 1 is lapped on the wall body beam 3 at the position of the installation process seam 6.
Example 7:
the frame corrugated steel plate shear wall building of embodiment 1 or 2, wherein gaps are formed between adjacent corrugated steel plate shear wall plates. The heat insulation layer or the fire-proof layer on the two sides of the corrugated steel plate shear wall plate can be fixed through the gap. Meanwhile, the use of the corrugated steel plate shear wall plate material can be reduced by adjusting the size of the gap according to the strength requirement.
Example 8:
in the frame corrugated steel plate shear wall building of embodiment 1, the wall bearing column 2 is a planar column or a section steel column, the cross section of the wall bearing column 2 is rectangular, grooved, C-shaped or polygonal, and the thickness step of the wall bearing column 2 is gradually thinned from bottom to top as the height of the building body changes; the floor bearing beam 1 is a plane beam or a section steel beam.
Example 9:
by three-dimensional force-bearing frame with corrugated steel plate shear force wallboard 21 corrugated steel plate shear force floor board 11 built-up connection constitute the force-bearing building main part jointly the outside installation outer frame of building main part, outer frame pass through the horizontal beam and be connected with the force-bearing building main part, constitute core section of thick bamboo building force-bearing structure jointly.
Claims (8)
1. A frame corrugated steel plate shear wall building comprises the following components: wall body frame and floor support beam, characterized by: the wall body bearing columns and the wall body beams are fixedly connected to form the wall body frame, the wall body frame and the floor slab bearing beams are assembled and connected through screws to form a three-dimensional bearing frame, and corrugated steel plate shear wall plates with the corrugated direction being the horizontal direction are distributed between the adjacent wall body bearing columns; corrugated steel plate shear floor plates with the corrugated directions perpendicular to the length direction of the floor bearing beams are distributed between the adjacent floor bearing beams, the three-dimensional bearing frame, the corrugated steel plate shear wall plates and the corrugated steel plate shear floor plates form a building main body after being assembled and connected, the top of the wall body frame is connected with a roof, and the floor bearing beams or the wall body beams are connected with stairs.
2. A frame corrugated steel plate shear wall building according to claim 1, wherein: the upper thread parts and the lower thread parts of a group of wall bearing column segments are connected to form the wall bearing column, a pair of wall bearing column segments pass through the corrugated steel plate shear wall plate and the wall beam to be fixedly connected to form a prefabricated wall plate, the ends of the upper wall bearing column segment and the lower wall bearing column segment which are adjacent are connected through the thread parts to form a heightened wall plate, the prefabricated wall plates which are horizontally adjacent are connected through the wall bearing column segments through the thread parts to form a widened wall plate or a wall plate with a corner, and the prefabricated wall plates which are one group are connected through the thread parts to form a corrugated shear wall body.
3. A frame corrugated steel plate shear wall building according to claim 1, wherein: the pair of floor bearing beams are fixedly connected through the corrugated steel plate shear floor plate to form a prefabricated floor, and the prefabricated floor is assembled and connected through the floor bearing beams through screws to form a corrugated shear floor.
4. A frame corrugated steel plate shear wall building according to claim 2 or 3, wherein: the corrugated shear wall body and the corrugated shear floor slab are assembled and connected through screws to form a building main body, the building main body comprises doors and windows, and a fireproof layer is compounded on the building main body.
5. A frame corrugated steel plate shear wall building according to claim 1, wherein: the adjacent wall beams which are parallel to each other are connected with the floor bearing beams through filling plates, and the filling plates are independent plate bodies or short beam composite plate bodies.
6. A frame corrugated steel plate shear wall building according to claim 1 or 2 or 3 or 5, wherein: an installation process seam is arranged between the corrugated steel plate shear wall plate and the wall body beam, and the floor slab bearing beam is lapped on the wall body beam at the position of the installation process seam.
7. A frame corrugated steel plate shear wall building according to claim 1, 2, 3 or 5, wherein: gaps are reserved between the adjacent corrugated steel plate shear wall plates.
8. A frame corrugated steel plate shear wall building according to claim 1 or 2 or 3 or 5, wherein: the wall bearing column is a plane column or a section steel column, the section of the wall bearing column is rectangular, groove-shaped, C-shaped or polygonal, and the thickness gradient of the wall bearing column is gradually thinned from bottom to top along with the height change of the building main body; the floor bearing beam is a plane beam or a section steel beam.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023231827A1 (en) * | 2022-06-02 | 2023-12-07 | 刘旭 | Facade-frame corrugated wall building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023231827A1 (en) * | 2022-06-02 | 2023-12-07 | 刘旭 | Facade-frame corrugated wall building |
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