WO2023231827A1

WO2023231827A1 - Facade-frame corrugated wall building

Info

Publication number: WO2023231827A1
Application number: PCT/CN2023/095688
Authority: WO
Inventors: 刘旭
Original assignee: 刘旭
Priority date: 2022-06-02
Filing date: 2023-05-23
Publication date: 2023-12-07

Abstract

A facade-frame corrugated wall building. The building provided by the present invention comprises a corrugated wall and a corrugated floor. The corrugated wall comprises wall columns and corrugated wall panels, the wall columns are connected by means of the corrugated wall panels to form the corrugated wall, and the corrugation direction of each of the corrugated wall panels is horizontal; and the corrugated floor comprises a floor beam and a corrugated floor plate, the corrugation direction of the corrugated floor plate is perpendicular to the length direction of the floor beam, the floor beam is connected to the wall column by means of a threaded member to form a force transfer system, the corrugated floor and the corrugated wall are assembled and connected by means of the floor beams and the wall columns to form a building body, the bottom of each of the wall columns is fixed to a foundation or a building body beam, the top of each wall column is connected to a roof, the corrugated floor is connected to a stair, and functional holes are provided in the corrugated wall. The product is used for steel structure prefabricated buildings.

Description

facade frame corrugated wall construction

Technical field

The invention belongs to the field of construction engineering, and specifically relates to a steel structure building.

Background technique

It is a consensus in the industry that steel structure buildings have low-carbon and environmentally friendly advantages. In new buildings, the country is also focusing on promoting the construction of prefabricated steel structure buildings. The traditional steel structure building is a three-dimensional frame structure system. It is composed of vertical columns and horizontal beams in both directions. The structure mainly bears axial force and bending moment. It is a lateral shift structure and has weak shear resistance. , the energy dissipation and shock absorption effect is poor, and the number of building floors and height are severely limited. It is even more difficult to meet the seismic requirements for buildings in high-intensity areas. At the same time, traditional steel structure buildings require secondary filling of walls in the steel frame, which is complex in structure and high in cost. At present, since there is no major breakthrough in steel structure shear wall technology, the application scope of steel structures is still limited to long-span construction fields such as industrial plants, airports, stations, and convention and exhibition centers where walls are rarely used.

The research on corrugated shear walls in the industry has been for many years, mainly focusing on its shear properties, mostly focusing on theoretical analysis. However, there is no question about what kind of connection structure should be used to make corrugated shear walls applicable in practice, and There is no technical breakthrough in what kind of structure can be used to connect the components themselves to form a complete building. This is also the reason for the slow development of steel-structured residences, office buildings, hospitals, schools and other buildings involving many wall structures.

In the traditional building system, the floor slabs are mainly concrete slabs, and the secondary composite process using floor decking as the carrier is more widely used. The construction process is complex, energy consumption is high, and the cost is high. At present, there is no research on corrugated steel structure floors, and there is no dedicated corrugated steel structure floor in the market.

The floor slabs used in existing steel structure buildings are mainly reinforced concrete floor slabs. Concrete floor slabs and steel structural frames are components made of two materials with different physical and mechanical properties. The two cannot be well integrated and work together in the structure. , the floor slab plays a small role in resisting lateral forces and cannot cooperate with the frame to exert the best wind load resistance and earthquake resistance. In steel structure buildings, how to make the floor slabs and steel structure frames jointly bear stress, improve the building's ability to withstand overall buckling, and achieve superior energy dissipation and shock absorption capabilities for the entire building is still a technical blind spot.

In the traditional steel structure frame system, the frame is composed of columns and beams in both vertical and horizontal directions to form a three-dimensional frame. The load transmission path is: the wall and floor loads are transferred to the beams, and then transferred from the beams to the columns, and from the columns to the foundation. . The transfer path is long, the beam has a large bending moment when transferring load, and consumes a lot of material.

Contents of the invention

The purpose of the present invention is to provide a steel structure facade frame building with a completely new mechanical structure. The beams in the traditional steel structure are removed from the building. The steel structure walls and steel structure floors in the building work together and have super lateral force resistance. They can build all kinds of steel structure buildings, especially when building super high-rise steel structure buildings. more obvious.

The purpose of the present invention is achieved as follows:

A kind of facade frame corrugated wall building, which consists of: corrugated wall and corrugated floor slab. The corrugated wall includes wall columns and corrugated wall panels. The wall columns are connected by the corrugated wall panels. The corrugated wall is formed, and the wave direction of the corrugated wall panel is the horizontal direction; the corrugated floor includes floor beams and floor corrugated panels, and the corrugated direction of the corrugated floor panel and the corrugated floor beam are The length direction is vertical, and the floor beams are connected to the wall columns through threaded parts to form a force transmission system. The corrugated floor slabs and the corrugated walls pass through the floor beams and the wall columns. After the body columns are assembled and connected, they together form the main body of the building. The bottom of the wall column is fixed to the foundation or to the main beam of the building. The top of the wall column is connected to the roof. The corrugated floor slab is connected to the stairs. The corrugated wall has functional openings.

In the facade frame corrugated wall building, the ends of the floor beams are welded with connecting end plates, and the floor beams are connected to the wall columns through the connecting end plates through threaded parts; Or the wall columns are welded with node plates, and the floor beams are connected to the wall columns through the node plates through threads; or the floor beams are connected to the wall columns through connectors through threads. The parts are connected to the wall columns, and the wall columns are single-section single columns or the wall columns are assembled and connected by multi-section single columns through threaded parts; the floor beams It is a single beam or the floor beam is composed of a pair of single beams connected and assembled through threaded parts, and the corrugated wall and the corrugated floor are compounded with a sound insulation and thermal insulation layer.

In the described facade frame corrugated wall building, the single columns located on both sides of the corrugated wall panels are welded and connected with the corrugated wall panels to form wall modules, and a group of the wall modules are formed by threaded parts. The corrugated wall is connected and assembled; a pair of single beams located on both sides are connected by welding to the corrugated floor plate. The floor module is formed, or the two sides of the groove plate are folded into the single beam to form the floor module, and a group of the floor modules are connected through threaded parts to form the corrugated floor.

In the facade frame corrugated wall building, the corrugated wall panels are connected to the wall columns through threaded parts, and the floor corrugated panels are connected to the floor beams through threaded parts.

In the described facade frame corrugated wall building, the wall modules are in-line wall modules, L-shaped wall modules, T-shaped wall modules or cross-shaped wall modules; or a group of the in-line wall modules The wall modules are assembled and connected through threaded parts to form L-shaped, T-shaped or cross-shaped wall nodes.

In the described facade frame corrugated wall building, the wall column is a straight-shaped node column, an L-shaped node column, a T-shaped node column or a cross-shaped node column, and the corrugated wall panel is connected with the The above-mentioned straight-shaped node columns are connected through threaded parts to form a straight-shaped wall node; the described corrugated wall panels and the above-mentioned L-shaped node columns are connected through threaded parts to form an L-shaped wall node; the described The corrugated wall panel and the T-shaped node column are connected through threaded parts to form a T-shaped wall node; the corrugated wall panel and the ten-shaped node column are connected through threaded parts to form a ten-shaped wall. Node.

In the described facade frame corrugated wall building, the ends of the single columns are provided with ribs, and the upper and lower adjacent single columns are connected through the ribs through threaded parts to form the wall. Body columns; or the single columns adjacent up and down are connected through column connectors and threaded parts to form the wall columns; or the single columns adjacent up and down are overlapped and connected through threaded parts. The wall column is formed. When the single column is assembled into the wall column, the upper and lower joints are connected in misaligned positions. When the wall modules adjacent to the left and right are assembled into the corrugated wall, the upper and lower joints are misaligned. connect.

In the described facade frame corrugated wall building, the functional opening is a doorway, a window, an elevator entrance or an open opening. Both sides of the functional opening are the wall columns, and the upper and lower parts of the functional opening are The wall modules are installed, and the wall modules and the wall columns together form the functional opening; or the upper and lower parts of the functional opening are equipped with plate beams, and the plate beams Together with the wall columns, they form the functional opening.

In the described facade frame corrugated wall building, the floor beams are flat beams or shaped steel beams, the wall columns are flat columns or shaped steel columns, and the section of the wall columns is rectangular or channel-shaped. , C-shaped or polygonal, the thickness of the wall column changes along the height of the main body of the building, becoming gradually thicker from top to bottom.

In the described facade frame corrugated wall building, the periphery of the main body of the building has an outer frame, one end of the floor beam is connected to the wall column, and the other end is connected to the outer frame; or a horizontal beam One end and The wall column is connected, and the other end is connected to the outer frame, the floor beam is connected to the horizontal beam, and the corrugated wall panel is connected to the single unit with a C-shaped or trough cross-section. When the body column is welded, the corrugated wall panel is inserted into the notch of the single column. When the corrugated floor slab is welded to the single beam with a C-shaped or groove-shaped cross-section, the corrugated floor slab Insert into the notch of the single beam, or the lower legs of the single beam with a C-shaped cross-section are of different lengths, the corrugated floor plate is welded on the longer lower leg, and the wall column is It is an open pentagonal universal column with an L-shaped cross section. The single beams are connected by double rows of symmetrical threaded parts or double rows of staggered threaded parts to form the floor beams.

Beneficial effects:

1. In the traditional steel structure frame building system, the frame is composed of columns and beams in both vertical and horizontal directions to form a three-dimensional frame. There is no support between the frames, weak shear resistance, and poor energy dissipation and shock absorption. It is a lateral shift structure. The number of floors and height are severely limited, making it difficult to meet the seismic performance requirements of buildings in high-intensity areas. The load transmission path is: the wall and floor loads are transmitted to the beams, and then the beams are transmitted to the columns, and the columns are transmitted to the foundation. The force transmission path is complicated. During the force transmission process, the bending moment generated by the beam is large and the material consumption is high.

The facade frame corrugated wall building of the present invention is a new type of building with a completely new mechanical structure. The facade frame is composed of wall columns and floor beams, instead of the three-dimensional frame of traditional steel structure buildings. The building eliminates the beams in the traditional steel structure three-dimensional frame. The parallel facade frames are connected by corrugated wall panels and floor corrugated panels that have shear resistance and energy dissipation functions, forming a three-dimensional building main body. The facade frame, corrugated wall panels and floor corrugated panels support each other, greatly enhancing the shear resistance and forming a super strong anti-lateral movement structure. The force transmission path is: the walls and floors are directly transmitted to the columns, and the columns are transmitted to the foundation. The force transmission path is short, the bending moment generated during the transmission process is small, and the material consumption is small.

2. The corrugated walls and corrugated floors of the present invention work together. A group of facade frames composed of wall columns and floor beams are connected and assembled through the corrugated wall panels and the corrugated floor panels to form a group of similar interconnected rectangular cylinders. , each rectangular cylinder is connected to each other to form the main body of the building. The walls and floors work together to support each other, which significantly improves the lateral force resistance and vertical bearing capacity. It has super wind load resistance and earthquake resistance as well as super energy dissipation and reduction. shock effect. It can be constructed into various types of steel structure buildings, especially when building super high-rise steel structure buildings.

3. Traditional steel structure buildings generally have the disadvantage of poor shear resistance. Due to poor shear resistance, frame steel structure buildings are generally not suitable to be built higher. For super high-rise steel structure buildings, the traditional approach is to rely on increasing component cross-sections and increasing the use of materials to increase stiffness and buckling resistance. Specifically, in terms of wall shear resistance, the Thicker steel plates are used as shear walls. The above approach not only consumes a lot of materials for the building itself, but also greatly increases the cost of foundation construction due to the increase in self-weight, and the internal consumption is huge. This invention increases the out-of-plane stiffness of corrugated walls and corrugated floor slabs by changing the geometric shape of the flat steel plate, and uses a smaller amount of steel to prevent the walls and floors from buckling before yielding. On the premise of using a minimum amount of steel The completion of the building construction greatly reduces the material consumption of the shear wall. At the same time, due to the relatively small use of materials and low overall weight, the basic cost is also reduced accordingly.

4. Existing studies on corrugated walls are all designed with cross beams. Due to processing technology limitations when connecting the upper and lower cross beams, the theoretical straightness cannot be guaranteed, which makes installation more difficult. The corrugated wall of the facade frame corrugated wall building of the present invention is fixedly connected by wall columns and corrugated wall panels, and the wall has no beams. When wall components are installed up and down, only the connection between the wall column and the end of the wall column is a point connection. The contact surface is small and the quality is easy to control, which greatly saves installation costs. Since there is no connection between the upper and lower corrugated wall panels, the requirements for the accuracy of the connection between the corrugated wall panels and the wall columns during manufacturing are greatly reduced, which greatly reduces the manufacturing cost of the components.

The shear resistance function of the building of the present invention relies on the corrugated wall panels whose corrugated direction is horizontal. Corrugated wall panels are approximately composed of a group of steel beams, which are equivalent to densely arranged steel beams. The corrugated wall panels have the dual functions of beams and walls, so that the functions of walls and beams are combined, with good stability. The vertical force of the building is The wall columns are borne by the wall columns. Under the support of the corrugated wall panels, the wall columns have enhanced anti-instability, simple structure and clear stress.

5. In the wall structure of the present invention, the corrugated wall panels only play a role in shear resistance and do not bear vertical force, so the material thickness is relatively thin. At the same time, since they do not bear vertical force, the corrugated wall panels adjacent up and down do not need Interconnected, it saves manufacturing and installation time, reduces production and installation costs, and is scientific and reasonable.

6. The corrugated floor slab of the present invention is composed of floor beams and floor corrugated plates fixedly connected. The wave direction of the floor corrugated plate is perpendicular to the length direction of the floor beams. When horizontal stress is applied, the corrugated floor slab can be stressed in both vertical and horizontal directions at the same time. Can withstand strong winds from different directions or horizontal forces generated by earthquakes. The live load of the floor is transmitted to the floor beams through the corrugated floor slabs, and then transmitted to the wall columns from the floor beams. The force transmission structure is simple and direct, and the forces are clear. The corrugated floor slab of the present invention can be produced in batches in a factory, with high standardization rate, stable quality and low production cost.

7. The floor beam of the present invention is connected to the wall column through threaded parts, making on-site construction fast. The connection methods of floor beams and wall columns include: welding connection end plates at the ends of floor beams, welding node plates on wall columns, connection through connectors, and connection through corrugated wall panels. A series can be formed during design, according to different situations. , exerting maximum load-bearing effect with minimal material usage. The floor beams and wall columns are connected to form a force transmission system. The floor beams facing up and down and the wall columns facing them in the same facade are assembled to form a planar frame composed of a set of rectangular structures. Adjacent plane frames are connected in the horizontal direction by corrugated floor panels, and in the vertical direction by corrugated wall panels. After connection, a rectangular tube structure is formed. The corrugated wall panels and corrugated floor panels support each other and can withstand external forces from different directions. They have extremely high Strong wind load resistance and earthquake resistance.

8. The wall column of the present invention is composed of a single section of a single column or a multi-section single column assembled and connected through threaded parts. When the building is a low-height building with 1-3 floors, a single single column can be used. Columns serve as wall columns. When the building height is high, multiple single columns can be combined to form wall columns, which are extremely convenient to make and use.

9. The floor beam of the present invention is a single beam or a pair of single beams connected and assembled by threaded parts. This design is suitable for different building structure requirements. When the building height is small and the shear resistance requirements are low, it can be Use single beam. At the same time, on the premise of convenient transportation, longer corrugated floor slabs can be used as much as possible to reduce manufacturing and installation costs. When the building height is high and the shear resistance requirements are high, a pair of single beams are used to form the floor beam, which has high overall stiffness and strong shear resistance.

The corrugated wall and the corrugated floor of the present invention are compounded with a sound-insulating and heat-insulating layer, which not only performs sound-insulating and heat-insulating purposes, but also plays a flame-retardant role and meets the fire-fighting requirements of steel structures.

10. The single column of the present invention can be welded and connected to the corrugated wall panel to form a wall module. The cross section of the wall module can be a straight shape, an L shape, a T shape or a cross shape. The single column and the corrugated wall panel are welded and connected to form a wall module. The benefit of the wall module is that after welding, the stress structure of the straight-shaped wall module component is similar to that of H-shaped steel, which can bear forces in both horizontal and vertical directions. The stress-bearing structure of L-shaped, T-shaped or cross-shaped wall modules can be regarded as a component composed of multiple H-shaped steel welded together, which greatly increases the stiffness and strength of the component. At the same time, the amount of bolts required for on-site installation can also be reduced during construction. According to needs, wall modules of different shapes can be used to assemble into corrugated walls through threaded connections: straight-shaped, L-shaped, T-shaped or cross-shaped wall modules can be used for combination. You can also only use straight-shaped wall modules and assemble and connect them through the connecting holes on the sides of the single columns to form L-shaped wall nodes, T-shaped wall nodes or cross-shaped wall nodes. The above structures can be selected based on comprehensive considerations such as installation period, transportation distance, building height and other factors.

11. In the present invention, a pair of single beams on both sides are welded and connected with the floor corrugated plates to form a floor module. After welding, the structure of the floor module is similar to H-shaped steel, that is, it can withstand horizontal external forces in both vertical and horizontal directions. At the same time, the floor beams are made of section steel. It has strong bending resistance and can withstand large vertical movable loads on the floor, so that the floor module can withstand external forces from three directions. The floor module of the present invention can also be formed by forming a set of grooves on the surface of the flat steel plate, and then folding the edges on both sides of the groove plate into single beams to form the floor module. floor module When assembling floor slabs, the technical requirements for on-site operators are greatly reduced, which greatly reduces installation quality hazards caused by human factors.

The floor modules of the present invention are connected by threaded parts to form a corrugated floor. The corrugated floor is equivalent to a group of large-scale H-shaped steel components. It has great strength and stiffness. Compared with traditional floor slabs, it greatly improves the role of the floor in the structure. .

12. The corrugated wall panel of the present invention can also be made into a bolt connection structure, and the corrugated wall panel is connected to the wall column through threaded parts. Corrugated floor slabs can also be made into fully bolted structures. The corrugated floor slabs are connected to the floor beams through threaded parts. The fully bolted structure can stack components together during transportation, reducing space occupation and transportation costs, and is suitable for ultra-long-distance transportation requirements.

13. The wall column of the present invention has connection holes for connecting corrugated wall panels at different positions on its side. The connection hole can be at the waist position on the side of the section steel, or at the front and rear leg positions. The wall column includes a straight-shaped knot. Point columns, L-shaped node columns, T-shaped node columns or cross-shaped node columns. The corrugated wall panels can be connected with the above-mentioned node columns through threaded parts to form a straight-shaped, L-shaped or cross-shaped wall node. The above-mentioned The structure is easy to produce and transport, and is suitable for low-rise buildings or buildings with long transportation distances.

14. The ends of the single columns have ribs, and the upper and lower adjacent single columns are connected through the ribs and threaded parts to form the wall columns; or the upper and lower adjacent single columns are connected through the ribs. The body columns are connected through column connectors and threaded parts to form the wall columns; or the single columns adjacent up and down are overlapped and connected through threaded parts to form the wall columns. The above connection method satisfies meet the needs of different building structures.

15. There are openings with different functions in the building wall. How to design and manufacture these functional openings is a difficult point. The two sides of the functional opening in the present invention rely on wall columns as the supporting body, and the upper and lower parts of the functional opening are connected by threaded parts to install the wall. Plate module, each component can be mass-produced in a factory with extremely high efficiency; the upper and lower parts of the functional openings of the present invention can also pass through threaded plate beams. The corrugations of the plate beams can be vertical, and the plate beams are connected to the wall. The columns together form the functional opening.

16. The cross-section of the wall column is rectangular, trough-shaped, C-shaped or polygonal, and can be designed and used according to different structures. The use of section steel increases the rigidity of the wall columns, preventing them from becoming unstable when subjected to vertical forces. The thickness steps of the wall columns of the present invention vary along the height of the building body and gradually become thicker from top to bottom, which can avoid waste of material usage. Floor beams are flat beams or profiled steel beams. You can choose profiles commonly used in the market to reduce costs. Profiled steel beams can bear floor live loads in the structure. The single beams are connected through double rows of symmetrical threaded parts or double The floor beams are formed by connecting the misaligned threaded parts. This connection method can avoid the frequent openings in the connection of single rows of threaded parts.

17. The planar frame corrugated wall building of the present invention can also be built into a core tube structure building. The corrugated wall is located at the core of the frame corrugated wall building of the present invention, and relies on its strong shear resistance and vertical bearing capacity to stabilize the main body of the building. One end of the floor beam is connected to the wall column, and the other end is connected to the outer frame. When the span between the outer frame and the corrugated wall at the core is large, a set of horizontal beams can be added, and one end of the horizontal beam is connected to the wall column. , the other end is connected to the outer frame, and the floor beam is connected to the outer frame or the horizontal beam. After assembly, they jointly form a corrugated shear wall core tube building, which has light weight and strong side resistance. The advantages are suitable for the construction of super high-rise buildings.

Description of the drawings

Figure 1 is a schematic diagram of the corrugated wall and corrugated floor assembly of the planar frame corrugated wall building of the present invention. In the figure, the floor beams are assembled from single beams through threaded parts, and the corrugated floor slabs are assembled from floor modules. Figure 2 is a schematic diagram of the A-A direction in Figure 1. In the figure, the wall columns are assembled from single columns through threaded parts. , the corrugated wall is assembled from wall modules.

Figure 3 is a schematic diagram along the line B-B of Figure 1 .

Figure 4 is a schematic diagram of the connection between floor beams and floor columns. In the figure, the corrugated wall panels and wall columns are connected through threaded parts; the floor beams and the floor corrugated plates are connected through threaded parts.

Figure 5 is a schematic diagram of the location of Figure 1, and Figure 1 is an enlarged schematic diagram of part a in Figure 5.

Figure 6 is a schematic diagram of the wall column and the wall panel module connected to form a functional opening.

Figure 7 is a schematic diagram of a corrugated wall assembled with left and right adjacent wall modules staggered up and down.

Figure 8 is a schematic diagram of the connection between a straight wall module and an L-shaped wall module.

Figure 9 is a schematic diagram of L-shaped wall nodes formed by connecting linear wall modules through threaded parts.

Figure 10 is a partial schematic diagram of a cross-shaped wall module. The wall columns in the figure are open pentagonal universal columns with an L-shaped cross section.

Figure 11 is a schematic diagram of L-shaped node columns and corrugated wall panels connected to form an L-shaped wall node.

Figure 12 is a schematic diagram of the connection between the single beam and the corrugated floor plate. In the figure, the corrugated floor plate is compounded with a sound insulation and thermal insulation layer.

Figure 13 is a schematic diagram of the floor module combination connection. In the figure, the floor beam is assembled from two single beams.

Detailed ways

Example 1:

As shown in Figure 5, Figure 1, Figure 2, and Figure 3, the facade frame corrugated wall building 1 of the present invention includes: corrugated wall 11 and corrugated floor slab 12, and is characterized by: the corrugated wall 11 It includes wall columns 2 and corrugated wall panels 3. The wall columns 2 are connected by the corrugated wall panels 3 to form the corrugated wall 11. The wave direction of the corrugated wall panels 3 is the horizontal direction. The wave direction of the corrugated wall panel 3 of the present invention is in the horizontal direction, and it mainly plays a shearing role when it is stressed. It has the dual functions of beams and isolation walls on traditional steel structures, eliminating the need for beams on traditional steel structures and simplifying the structure. Save materials. The corrugated floor slab 12 includes a floor beam 4 and a corrugated floor plate 5 . The corrugated floor plate 5 has a corrugated direction perpendicular to the length direction of the floor beam 4 . The waveform direction of the floor corrugated plate 5 is perpendicular to the length direction of the floor beam 4. When resisting horizontal external forces, the floor beam and the floor corrugated plate can withstand horizontal external forces in both vertical and horizontal directions respectively. The floor beam 4 is connected to the wall column 2 through threaded parts to form a force transmission system. The force transmission structure of the present invention is a facade structure in the same facade, which is different from the traditional three-dimensional structure. The significant difference is that the force transmission is simpler and clearer, there is no bending moment generated by beams in the traditional sense, the indirect force transmission is reduced, and the material weight is reduced. The corrugated floor slab 12 and the corrugated wall 11 are assembled and connected through the floor beam 4 and the wall column 2 to form the main body of the building. For ordinary buildings, the bottom of the wall column 2 can be fixed to the foundation. When the underlying building has a large-span space such as a lobby with a large span, the wall columns can be fixed to the main beam of the underlying building. The top of the wall column 2 is connected to the roof, the corrugated floor slab is connected to the stairs, and the corrugated wall has a functional opening 6. The corrugated wall panels or floor corrugated panels are trapezoidal corrugated panels, grooved corrugated panels or arc-shaped corrugated panels.

Example 2:

For the facade frame corrugated wall building described in Embodiment 1, as shown in Figures 4 and 12, the ends of the floor beams 4 are welded with connecting end plates 47, and the floor beams 4 are connected through the The end plate 47 is connected to the wall column 2 through threaded parts; or the wall column 2 is welded with a node plate, and the floor beam is connected to the floor beam through the node plate through threaded parts. The wall column 2 is connected; or the floor beam is connected to the wall column 2 through the connecting piece 48 and the threaded member, and the wall column 2 is a single section of the single column 21 or the The wall column 2 is assembled and connected by multi-section single beams 21 through threaded parts; the floor beam 4 is a single beam 41 or the floor beam 4 is made of a pair of single beams 41 through threads. The corrugated wall 11 and the corrugated floor are assembled by connecting and assembling parts. 12 is compounded with a sound insulation layer 13. In addition to thermal insulation, the sound insulation layer 13 also has a fire protection function and can prevent high temperature from being transmitted to the main body of the building.

Example 3:

The facade frame corrugated wall building described in Embodiment 2 is shown in Figures 2, 7, and 8. The single columns 21 located on both sides of the corrugated wall panel are welded to the corrugated wall panel 3. Connected to form a wall module 22, a group of the wall modules are assembled into the corrugated wall 11 through threaded connections; as shown in Figures 2 and 13, a pair of the single beams located on both sides 41 is formed by welding and connecting with the floor corrugated plate 5 to form the floor module 42, or the two sides of the groove plate are folded into the single beam 41 to form the floor module 42, and a group of the floor modules 42 passes through Threaded parts are connected to form the corrugated floor slab 12.

Example 4:

The facade frame corrugated wall building described in Embodiment 1 is shown in Figure 4. The corrugated wall panel 3 is connected to the wall column 2 through threaded parts, and the floor corrugated plate 5 is connected to the wall column 2 through threaded parts. Connected to the floor beam 4.

Example 5:

The facade frame corrugated wall building described in Embodiment 3 is shown in Figures 8, 9, and 10. The wall modules are a straight wall module 7, an L-shaped wall module, and a T-shaped wall. Module 71 or a cross-shaped wall module; or a group of said straight-shaped wall modules are assembled and connected through threaded parts to form an L-shaped node, a T-shaped node or a cross-shaped node.

Example 6:

The facade frame corrugated wall building described in Embodiment 4 is shown in Figures 4 and 11. The wall columns include a straight-shaped node column, an L-shaped node column 23, a T-shaped node column or a ten-shaped node column. A straight-shaped node column, the corrugated wall panel and the straight-shaped node column are connected through threaded parts to form a straight-shaped wall node; the corrugated wall panel and the L-shaped node column are connected through threads The parts are connected to form an L-shaped wall node; the corrugated wall panel and the T-shaped node column are connected to form a T-shaped wall node through threaded parts; the corrugated wall panel and the ten-shaped node are formed The point columns are connected through threaded parts to form a ten-shaped wall node.

Example 7:

In the facade frame corrugated wall building described in Embodiment 2, 3 or 4, as shown in Figures 7 and 9, the end of the single column 21 has ribs 28, and the single columns adjacent up and down The columns are connected through the ribs 28 through threaded parts to form the wall column 2; or the single columns adjacent up and down are connected through column connectors through threaded parts to form the wall column 2. The wall column 2; or the single columns adjacent up and down are overlapped and connected through threaded parts to form the wall column 2, and the single columns 21 are assembled into the wall column. At 2 o'clock, the upper and lower joints are connected in a staggered position, and the left and right adjacent wall modules 22 are connected in a staggered manner when the corrugated wall 11 is assembled.

Example 8:

For the facade frame corrugated wall building described in Embodiment 1 or 3, as shown in Figure 6, the functional opening is a doorway, a window, an elevator entrance or an open opening, and the two sides of the functional opening are the walls. Body column 2, the upper and lower parts of the functional opening are equipped with the wall module 22, and the wall module 22 and the wall column 2 together form the functional opening 6; or the Plate beams are installed on the upper and lower parts of the functional opening 6, and the plate beams and the wall columns together form the functional opening 6.

Example 9:

The facade frame corrugated wall building described in Embodiment 1 is shown in Figures 8, 9, 10, and 11. The floor beams 4 are planar beams or profiled steel beams, and the wall columns 2 It is a plane column or a shaped steel column. The cross-section of the wall column is rectangular, trough-shaped, C-shaped or polygonal. The thickness of the wall column changes along the height of the main building body from top to bottom. Gradually thickens.

Example 10:

The facade frame corrugated wall building described in Embodiment 1 or 9, the building main body is located at the core of the building, the periphery of the building main body has an outer frame, and one end of the floor beam 4 is connected to the wall The body column 2 is connected, and the other end is connected to the outer frame; or the horizontal beam is connected to the wall column 2 at one end, and the other end is connected to the outer frame, and the floor beam 4 is connected to the horizontal beam. The beams are connected, and after assembly, the main body of the building and the outer frame form a corrugated shear wall core building.

Example 11:

For the facade frame corrugated wall building described in Embodiment 1 or 9, as shown in Figure 8, when the corrugated wall panel 3 is welded to the single column 21 with a C-shaped or groove-shaped cross-section, the The corrugated wall panel 3 is inserted into the notch 29 of the single column. When the corrugated floor slab 3 is welded to the unit beam 41 with a C-shaped or groove-shaped cross-section, the corrugated floor panel 4 is inserted into the notch of the unit beam. Or as shown in Figure 13, the lower legs of the single beam 41 with a C-shaped cross section are of different lengths, and the corrugated floor plate 5 is welded to the longer lower legs 49.

Example 12:

For the facade frame corrugated wall building described in Embodiment 1 or 9, as shown in Figure 10, the wall column is an open pentagonal universal column 8 with an L-shaped cross section, and the pentagonal universal column is composed of a C-shaped The steel waist is bent at right angles and has five right angles. It has one more corner than the traditional rectangular tube or C-shaped steel, which increases the stiffness of the wall column. At the same time, the wall column has four sides with greater stiffness, which can be combined with the corrugated wall. The body connection is combined into a straight-shaped, L-shaped, T-shaped or cross-shaped wall node, which is highly versatile. Its opening structure also facilitates the up and down connection operation of wall columns. A wall node composed of pentagonal universal columns 8 and a corrugated wall. The thickness of each side of the node is consistent with the thickness of the wall, which avoids the waste of space protruding at the corners of traditional columns.

Example 13:

In the facade frame corrugated wall building described in Embodiment 1 or 9, the single beams are connected through double rows of symmetrical screws or double rows of misaligned screws to form the floor beams.

Claims

A kind of facade frame corrugated wall building, which consists of: corrugated wall and corrugated floor, characterized in that: the corrugated wall includes wall columns and corrugated wall panels, and the wall columns pass through the The corrugated wall panels are connected to form the corrugated wall, and the wave direction of the corrugated wall panels is the horizontal direction; the corrugated floor panels include floor beams and floor corrugated panels, and the corrugated wave direction of the corrugated floor panels is the same as the corrugated floor panel. The length direction of the floor beams is vertical, and the floor beams are connected to the wall columns through threaded parts to form a force transmission system. The corrugated floor slabs and the corrugated walls pass through the floor beams and The wall columns are assembled and connected to form the main body of the building. The bottoms of the wall columns are fixed to the foundation or to the beams of the main building. The tops of the wall columns are connected to the roof, and the corrugated floor slabs are connected to the stairs. , the corrugated wall has functional openings.
The facade frame corrugated wall building according to claim 1, characterized in that: the ends of the floor beams are welded with connecting end plates, and the floor beams are connected to each other through threaded parts through the connecting end plates. The wall columns are connected; or the wall columns are welded with node plates, and the floor beams are connected to the wall columns through the node plates through threaded parts; or the The floor beams are connected to the wall columns through connectors and threaded parts. The wall columns are single-section single columns or the wall columns are assembled and connected by multi-section single columns through threaded parts. The floor beam is a single beam or the floor beam is assembled by connecting a pair of single beams through threaded parts, and the corrugated wall and the corrugated floor are compositely Sound insulation.
The facade frame corrugated wall building according to claim 2, characterized in that: the single columns located on both sides of the corrugated wall panel are welded and connected with the corrugated wall panel to form a wall module, and a group of the The wall modules are assembled into the corrugated wall through threaded connections; a pair of the single beams on both sides are welded and connected to the floor corrugated plate to form a floor module, or both sides of the groove plate The floor module is formed after being folded into the single beam, and a group of the floor modules are connected through threaded parts to form the corrugated floor.
The facade frame corrugated wall building according to claim 1, characterized in that: the corrugated wall panels are connected to the wall columns through threaded parts, and the floor corrugated panels are connected to the wall columns through threaded parts. Floor beam connections.
The facade frame corrugated wall building according to claim 3, characterized in that: the wall module is a straight wall module, an L-shaped wall module, a T-shaped wall module or a cross-shaped wall module; Or a group of the straight-shaped wall modules are assembled and connected through threaded parts to form an L-shaped, T-shaped or cross-shaped wall node.
The facade frame corrugated wall building according to claim 4, characterized in that: the wall column is a straight-shaped node column, an L-shaped node column, a T-shaped node column or a cross-shaped node column, The corrugated wall panel and the in-line node column are connected through threaded parts to form a in-line wall node; the corrugated wall panel and the L The shaped node columns are connected through threaded parts to form L-shaped wall nodes; the corrugated wall panels and the T-shaped node columns are connected through threaded parts to form T-shaped wall nodes; the corrugated wall panels and the T-shaped node columns are connected through threaded parts to form T-shaped wall nodes. The ten-shaped node columns are connected through threaded parts to form a ten-shaped wall node.
The facade frame corrugated wall building according to claim 2 or 3, characterized in that: the ends of the single columns are provided with ribs, and the upper and lower adjacent single columns pass through the ribs. , are connected by threaded parts to form the wall column; or the single columns adjacent up and down are connected through column connectors to form the wall column; or the single columns adjacent up and down are connected by threaded parts to form the wall column. After the body columns are overlapped, they are connected by threaded parts to form the wall columns. When the single columns are assembled into the wall columns, the upper and lower joints are connected in misaligned positions, and the left and right adjacent wall modules are When assembling the corrugated wall, the upper and lower parts are connected in a staggered manner.
The facade frame corrugated wall building according to claim 1 or 3, characterized in that: the functional opening is a doorway, a window, an elevator entrance or an open opening, and both sides of the functional opening are the walls. column, the wall module is installed on the upper and lower parts of the functional opening, and the wall module and the wall column together form the functional opening; or the upper and lower parts of the functional opening Plate beams are installed, and the plate beams and the wall columns together form the functional opening.
The facade frame corrugated wall building according to claim 1, characterized in that: the floor beams are flat beams or shaped steel beams, the wall columns are flat columns or shaped steel columns, and the wall The cross-section of the column is rectangular, trough-shaped, C-shaped or polygonal, and the thickness of the wall column changes along the height of the main body of the building, becoming gradually thicker from top to bottom.
The facade frame corrugated wall building according to claim 1 or 9, characterized in that: the periphery of the building main body has an outer frame, one end of the floor beam is connected to the wall column, and the other end is connected to the wall column. The outer frame is connected; or one end of the horizontal beam is connected to the wall column, the other end is connected to the outer frame, the floor beam is connected to the horizontal beam, and the corrugated wall panel is connected to When welding the single column with a C-shaped or trough cross-section, the corrugated wall panel is inserted into the notch of the single column, and the corrugated floor plate and the C-shaped or trough-shaped cross-section are When the single beam is welded, the corrugated floor plate is inserted into the notch of the single beam, or the lower legs of the single beam with a C-shaped cross-section are of unequal length, and the corrugated floor plate is welded on a relatively small On the long lower leg, the wall column is an open pentagonal universal column with an L-shaped cross section, and the single beam is connected by a double row of symmetrical threaded parts or a double row of misaligned threaded parts to form the floor beam.