CN219732285U

CN219732285U - Wall column integrated steel structure building

Info

Publication number: CN219732285U
Application number: CN202320790788.5U
Authority: CN
Inventors: 请求不公布姓名
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-04-11
Filing date: 2023-04-11
Publication date: 2023-09-22
Anticipated expiration: 2033-04-11

Abstract

Wall column integrated steel structure building. Steel structure building wall. The wall filling material is mainly a ceramic block or a composite cement board, the filler is relatively heavy, and the installation cost is high. The vertical face bearing frame comprises wall body upright posts and floor slab horizontal beams, the wall body upright posts and the floor slab horizontal beams in the same vertical face are fixedly connected to form the bearing frame, a group of mutually parallel bearing frames are connected through horizontal shearing resistant pieces to form a three-dimensional bearing structure, the shearing resistant pieces comprise wall body shearing resistant pieces and floor slab shearing resistant pieces, the wall body upright posts and the wall body shearing resistant pieces are fixedly connected to form a wall body framework, and a fireproof heat insulation layer is compounded on the wall body framework to form a wall body; the horizontal beam of the floor slab and the shearing resistant part of the floor slab are fixedly connected to form a floor slab framework, and the floor slab framework is compounded with the fireproof heat insulation layer to form a floor slab. The product is used as a building.

Description

Wall column integrated steel structure building

Technical Field

The utility model belongs to the field of constructional engineering, and particularly relates to a novel steel structure construction technology.

Background

In the building, more walls such as houses and hotels occupy more than 80%, the building structure forms mainly comprise reinforced concrete buildings, the steel structure is less in application, and the proportion of the steel structure in China is less than 1%. At present, the application field of steel structure buildings is mainly concentrated in the large-span single-layer building fields of airports, high-speed rail stations, exhibition centers, industrial plants and the like with fewer walls. The root cause of the slow development of the steel structure building with more walls is that the steel structure shear wall has technical bottlenecks, the steel structure building wall is also provided with a large span between columns, the cross section of the beam column is relatively large in size, the traditional structure of the wall is filled with the traditional frame, the wall filling material is mainly ceramsite building blocks or composite cement boards, the filler is relatively heavy, a large amount of labor is required for installation, and the cost is high. The filled wall adopts cement products, and the energy consumption is relatively high.

In the existing multi-layer steel structure building, the floor is generally a reinforced concrete floor, the floor is heavy in weight, the floor dead weight and the movable load are transmitted to the frame beam through the floor spandrel girder, and the frame beam transmits the upright post, so that the force transmission structure is complex. The sections of the floor bearing beam and the frame beam are larger, and the manufacturing cost is high. Because the distance between the upright posts is large, the stress of the foundation is concentrated, and the construction cost of the foundation is high.

Traditional steel construction building wall block or light wallboard does not have the shearing function, and easy collapse increases the seismic destructive power when the earthquake. The reinforced concrete floor slab has weak shearing resistance and poor shearing resistance, energy dissipation and shock absorption capability. The wall body and the floor slab member have poor cooperative working capability and less contribution to the earthquake-resistant effect of the building, and the building structure determines that the steel structure building has better earthquake resistance than the traditional reinforced concrete building, but is not ideal.

The steel structure building is green and low-carbon, and is increasingly valued under the large background of carbon peak, carbon neutralization and building industrialization transformation. There is an urgent need in the market for new multi-wall steel structure buildings that can be used in many areas such as houses and hotels where there are many walls.

Disclosure of Invention

The utility model aims to provide a novel building formed by combining a shear steel structure wall body and a shear steel structure floor slab, wherein the wall body and the floor slab work cooperatively, have strong shock resistance, can realize industrial production, and are suitable for being used in the fields of houses, schools, hotels and the like with more wall bodies.

The purpose of the utility model is realized in the following way:

a wall stud integrated steel structure building comprising: the vertical face bearing frame comprises wall body upright posts and floor slab horizontal beams, the wall body upright posts and the floor slab horizontal beams in the same vertical face are fixedly connected to form the bearing frame, a group of mutually parallel bearing frames are connected through horizontal shearing resistant pieces to form a three-dimensional bearing structure, the shearing resistant pieces comprise wall body shearing resistant pieces and floor slab shearing resistant pieces, the wall body upright posts and the wall body shearing resistant pieces are fixedly connected to form a wall body framework, and a fireproof heat insulation layer is compounded on the wall body framework to form a wall body; the horizontal beam of the floor slab and the shearing resistant part of the floor slab are fixedly connected to form a floor slab framework, and the floor slab framework is compounded with the fireproof heat insulation layer to form a floor slab.

The wall column integrated steel structure building is characterized in that the distance between the shearing resistant pieces is 400-600 mm, 600-900 mm, or 900-1230 mm, the wall shearing resistant pieces are positioned in the middle positions of the adjacent wall columns, and one group of wall columns and one group of wall shearing resistant pieces are fixedly connected to form the wall skeleton; the floor shear members are positioned in the middle of the adjacent floor horizontal beams, and a group of floor horizontal beams and a group of floor shear members are fixedly connected to form the floor framework.

The wall column integrated steel structure building comprises a wall column, a floor slab and a wall framework, wherein the wall column integrated steel structure building comprises a wall body shearing-resistant part and a floor slab shearing-resistant part, and the wall column and the floor slab shearing-resistant part are fixedly connected to form the wall framework; the floor horizontal beam and the section steel piece are fixedly connected to form the floor framework.

The wall column integrated steel structure building is characterized in that the wall body shear-resistant member is a steel member, the floor slab shear-resistant member is a corrugated plate body member, and the wall body upright post and the steel member are fixedly connected to form the wall body framework; the floor horizontal beam and the corrugated plate body are fixedly connected to form the floor framework.

The wall column integrated steel structure building is characterized in that the wall body shear-resistant member is a corrugated plate body member, the floor slab shear-resistant member is a section steel member, and the wall body upright post and the corrugated plate body member are fixedly connected to form the wall body framework; the floor horizontal beam and the section steel piece are fixedly connected to form the floor framework.

The wall column integrated steel structure building is characterized in that the wall column and the wall shear-resistant member in the same vertical face are welded and connected to form an integrated wall skeleton, the integrated wall skeleton is compounded with the fireproof heat-insulating layer to form an integrated wall, and the fireproof heat-insulating layer comprises a fireproof layer and a heat-insulating layer.

The wall column integrated steel structure building is characterized in that a pair of wall upright posts are welded and connected through the wall shearing resistant members to form a wall module, and a group of wall modules are connected through the wall shearing resistant member screw members to form a wall framework; a pair of floor horizontal beams are welded and connected through the floor shearing resistant pieces to form a floor module, and a group of floor modules are connected through the floor shearing resistant piece screw-thread pieces to form a floor framework.

The wall column integrated steel structure building is characterized in that the wall column, the floor slab horizontal beam and the steel member are C-shaped steel or channel steel or H-shaped steel or polygonal steel or rectangular pipes, and the rectangular pipes are provided with mounting process holes.

The wall column integrated steel structure building is characterized in that a heightening connecting hole and a floor slab horizontal beam connecting hole are formed in the wall column, the wall column adjacent to the wall column from top to bottom and the wall column are connected with the floor slab horizontal beam through screw thread pieces, and the heightening connecting hole and the floor slab horizontal beam connecting hole are positioned on the wall column body or on a rib plate welded on the wall column; the horizontal beam of the floor slab is provided with wall body upright post connecting holes, and the wall body upright post connecting holes are positioned on the horizontal beam body of the floor slab or on rib plates welded on the horizontal beam of the floor slab.

The wall body frameworks which are parallel to each other are connected through the shear-resistant pieces; the vertical face of the bearing frame is parallel to the vertical face where the main window is located, and the spacing steps of the bearing frame are as follows: 1.5-2.0m, alternatively 2.0-2.8m, alternatively 2.8-3.6 m; the height of the wall upright post is as follows: 2.5m-3.3m, alternatively 3.3m-7m, alternatively 7m-9m; the length of the horizontal beam of the floor slab is as follows: 2m-3m, alternatively 3m-4.5m, alternatively 4.5m-6m, alternatively 6m-9m.

Advantageous effects

1. With the increasing standard of living of people, the consumption of resources by human beings is also increasing. The traditional buildings with more walls such as houses and hotels mainly adopt reinforced concrete buildings, and the buildings consume a large amount of high-energy building materials such as sand stone, cement and the like, have large carbon emission and cause irreversible influence on the environment. In the existing multi-layer steel structure building, the wall body is also in a traditional structure of using a frame with large span among columns and relatively large cross section sizes of beams and columns and a filling wall, the filling wall material is mainly a ceramic block or a composite cement plate, and the filling wall is made of cement products, so that the energy consumption is high. The wall skeleton and the floor skeleton structure are formed by connecting the green recyclable steel members, the rear-shaped shear resistance of the composite light fireproof heat insulation layer is strong, the whole weight of the novel building is light, and the energy consumption is greatly reduced.

2. In the traditional multi-layer steel structure building, the spacing between the upright posts is large, the floor slab is generally a concrete floor slab, and the floor slab has a great weight. The dead weight and live load of the floor are transferred to the frame beam through the floor spandrel girder, and then transferred to the upright post through the frame beam, so that the force transfer structure is complex, the section sizes of the upright post and the spandrel girder are large, the material consumption is high, and the manufacturing cost is high. The wall is also a reason for slow development of buildings such as hotels, houses and the like with steel structures and more walls.

The wall column integrated steel structure building has the advantages that the distance between the wall columns is small, the dead weight and the live load of the floor are directly transferred to the wall columns through the floor horizontal beams, the wall columns and the floor horizontal beams are fixedly connected to form a bearing frame, the force transfer structure is simple and clear, the cross section sizes of the wall columns and the floor horizontal beams are small, the material consumption is low, the manufacturing cost is low, the wall column integrated steel structure building is suitable for houses, schools and the like with more walls, and the blank of a pure steel wall building is filled.

3. The traditional steel structure building wall has high strength requirement on building blocks or cement composite boards, and has the capability of resisting side impact and bearing support. The self-weight is great, the structure is complex, and the cost is high.

The wall skeleton is formed by fixedly connecting the wall upright posts and the wall shearing resistant pieces, the shearing resistant distance of the wall is small, the wall skeleton has a supporting effect on the fireproof heat insulation layer, and the wall is formed after the light fireproof heat insulation layer is compounded on the wall skeleton. The side impact force is borne by the wall body in a shearing-resistant manner, the fireproof heat-insulating material does not need strength and bearing support capacity, the self weight is light, the combined wall body is light, and the comprehensive cost is reduced.

4. Traditional steel construction building wall block or light wallboard does not have the shear resistance function, and shock resistance does not support the effect, and opposite is still collapsed easily in the earthquake is come temporarily, causes the injury to personnel. The wall body framework is formed by connecting the wall body upright posts by using the shearing resistant parts, and the shearing resistant parts have the shearing resistant function in the earthquake and cannot fall or collapse. Greatly improves the earthquake resistance of the building. The fireproof heat insulation layer is attached to the shearing resistant member, cannot fall off, and is high in anti-seismic safety.

5. The traditional steel structure building mostly adopts reinforced concrete floor, and the shear function of the floor is poor, and the floor has small contribution to the earthquake-resistant effect of the building. The floor framework is formed by fixedly connecting the floor horizontal beams and the floor shearing pieces which are horizontally and vertically connected with the floor horizontal beams, the space between the floor shearing pieces is small, the floor framework has a supporting effect on the fireproof heat insulation layer, and the floor framework is formed after the fireproof heat insulation layer is compounded. The horizontal beam and the shearing-resistant member of the floor slab can resist shearing forces from the longitudinal direction and the transverse direction respectively, the shearing resistance is high, and the earthquake resistance of the building is greatly improved. And meanwhile, the self weight of the floor slab is light, the vertical load borne by the frame column can be reduced, and the building cost is reduced.

6. The building with the traditional steel structure has the advantages that the floor height is the distance between the upper bearing beam and the lower bearing beam, the distance between the upper bearing beam and the lower bearing beam is generally more than 2.8m, the weight of a bearing wall body is large, the section of the bearing beam is large, and the material consumption is large; the vertical force in the structure is borne by the frame column, and because the column spacing in the structure is larger, the bending moment generated by the wall body is larger and the sectional area of the frame column is larger, and the steel consumption is large.

The common light steel villa building in the market is designed according to the national industry standard JGJ227-2011 technical regulations for low-layer cold-formed thin-wall steel house construction. The vertical distance between the horizontal connecting beams is generally more than 1.3m, and the distance between the wall body upright posts is generally 400-600 mm. The thickness of the beam and column components is generally below 1.0mm, and the components are connected by self-tapping nails and blind rivets because the materials are relatively thin and can not be welded. Meanwhile, the connecting hole has small corrosion allowance due to thin material, the corrosion resistance time of the connecting hole is short, and the whole service life of the house is low. Because the connecting nodes are weak, the technical regulations provide that the structural building can only build buildings with less than three layers.

The spacing of the shear members of the present utility model is 400mm to 600mm, alternatively 600mm to 900mm, alternatively 900mm to 1230mm. The spacing can enable the thickness of the wall body shear-resistant piece material to be relatively low, and the thickness of the wall body shear-resistant piece is generally 1.5mm-3.0mm, so that the shear-resistant requirement of most buildings during earthquake resistance can be met, and the material cost is greatly reduced. The shearing resistant member has strong shearing resistant function for resisting horizontal force such as earthquake, strong wind and the like, and can be used as a part of a wall body or a floor slab and a keel.

7. The wall body shear-resistant member is fixed in the middle position of the adjacent wall body upright post, and compared with the wall body upright post, the wall body shear-resistant member is arranged on the outer side of the wall body upright post, and can play a better role in integral shear resistance and support. Meanwhile, the thickness of the wall body can be reduced, and the effective use space of the building is increased.

8. The shearing part of the floor slab is fixed in the middle position of the adjacent horizontal beams of the floor slab, and compared with the position fixed on the upper surface or the lower surface of the horizontal beams of the floor slab, the shearing part of the floor slab is characterized in that: the floor shear-resistant member is fixed at the middle position of the adjacent floor horizontal beam, the wall shear-resistant member can play a role in larger integral shear resistance and support, and meanwhile, the thickness of the floor can be reduced, and the effective space of the building height is increased.

9. The wall skeleton and the floor skeleton can be formed by combining the profile steel pieces, and can be flexibly designed for complex building structures, thereby being more convenient. The shaping and drilling of the steel parts can be completed at one time on the production line, the transportation and installation of the components are convenient, and the comprehensive construction cost is low.

10. For the earthquake high-rise area, the floor shearing-resistant piece or the wall shearing-resistant piece can be made into a corrugated plate body piece, so that the shearing resistance of the floor or the wall is improved, and the earthquake resistance of the building is improved.

11. The vertical face where the bearing frame is positioned and the vertical face where the main window is positioned are mutually parallel, the main wall body is mutually perpendicular to the vertical face where the main window is positioned, and the spacing between the wall body upright posts of different wall bodies can be designed according to a unified module, so that the unified and standardized design of the building is facilitated.

12. The wall body skeletons which are parallel to each other are connected through the shearing resistant parts, so that the use of the wall body upright post can be reduced, and the installation is more flexible and convenient.

13. The components such as beams, columns and the like of the traditional steel structure building are assembled on site in a form of parts, and the wall upright post and the shearing resistant part of the same wall body can be welded and connected to form an integral wall skeleton. The dead weight of the single-sided wall body in the building is generally not more than one ton, the single-sided wall body is convenient to hoist, the wall body is designed into an integral wall body skeleton structure, the site construction amount can be reduced, and the installation efficiency is improved.

14. The traditional steel structure building is subjected to auxiliary structure construction such as fireproof heat preservation after the main body is installed, the auxiliary structure construction belongs to high-altitude operation, the construction risk is high, and the operation difficulty is high. The utility model can be used for manufacturing the integral wall skeleton in factories, and simultaneously, the integral wall skeleton is compounded with the fireproof heat insulation layer or the composite decorative layer to form an integrated wall, so that the air installation and frequent scattered lifting of fireproof heat insulation and facing materials can be reduced, the on-site high-altitude operation is avoided, the working efficiency is improved, the safety risk is reduced, and the industrialized production is thoroughly realized.

15. For a building needing long-distance transportation, the wall upright posts and the wall shear members can be welded into a wall module, and the wall module is connected through the wall shear member screw members to form a wall frame during construction. Compared with the assembly and installation efficiency of the parts, the assembly and installation efficiency of the parts can be improved by more than 2 times, and the structural safety is higher than that of the pure assembly of the parts. When needed, the floor horizontal beam can be similar to a wall body module, the floor module is formed after the floor shearing-resistant pieces are welded and connected, and then the floor frame is formed through the connection of the floor shearing-resistant pieces and the screw-threaded pieces, so that the efficiency is improved.

16. The wall upright post and the floor slab horizontal beam of the utility model are both made of steel members, and the steel members can be manufactured by cold bending. When the stress is different at different layer heights, the strength of the component can be adjusted by changing the thickness of the base plate steel under the condition that the external dimension is unchanged, and the component can be conveniently unified.

17. The wall body upright post is provided with the heightened connecting hole and the floor slab horizontal beam connecting hole, the floor slab horizontal beam is provided with the wall body upright post connecting hole, and all building components are connected through screw members, so that 100% assembly type is realized.

18. The utility model provides the spacing steps of the bearing frame, the height of the wall upright posts and the length range of the floor beams, and can be conveniently selected by a designer.

19. The wall upright post is contained in a wall body, no protruding part exists outside the wall body, and the appearance is attractive. Meanwhile, the thickness of the wall body can be reduced, and the space is saved. The floor horizontal beam is contained in the floor, so that the floor height is reduced, and the use space is increased.

Drawings

FIG. 1 is a schematic view of the main body load-bearing structure of the wall column integrated steel structure building of the present utility model. The cut-away position in the figure shows that the wall upright post and the floor shearing-resistant member are fixedly connected to form a floor framework.

Fig. 2 is a schematic view of fig. 1 from A-A, in which wall uprights and floor horizontal beams are fixedly connected to form a load-bearing frame, and a group of parallel load-bearing frames are connected to form a three-dimensional load-bearing structure through wall shear members and floor shear members.

Fig. 3 is an enlarged schematic view of section a of fig. 2.

FIG. 4 is a schematic view of a portion of an integrated wall formed from a composite fire-resistant insulating layer of an integral wall frame.

FIG. 5 is a schematic view of a wall frame formed by connecting wall modules with wall shear members via screw members.

FIG. 6 is a schematic view of the B-B cross-section of FIG. 5

FIG. 7 is a schematic view of a monolithic wall skeleton formed by welded connection of wall studs and corrugated plate body wall shear members.

Fig. 8 is a schematic view of section C-C of fig. 7 showing the wave structure of the corrugated plate body wall shear member.

Description of the embodiments

Examples

As shown in fig. 1, 2 and 5, the wall column integrated steel structure building comprises: the floor slab comprises a bearing frame 1, wherein the bearing frame comprises wall body upright posts 2 and floor slab horizontal beams 3, the wall body upright posts 2 and the floor slab horizontal beams 3 in the same elevation are fixedly connected to form the bearing frame 1, and the center distance of the floor slab horizontal beams on the same bearing frame is the center distance of floors. The center distance of the adjacent wall body upright posts 2 on the same bearing frame 1 is the center distance of the adjacent wall bodies. The bearing frames 1 are mutually parallel, the spacing between adjacent bearing frames is the spacing between adjacent wall body upright posts in the same wall, and the structure is convenient for standard manufacture and design.

The bearing frames are parallel to each other, the bearing frames are connected through the shearing resistant members 4 in the horizontal direction to form a three-dimensional bearing structure, the shearing resistant members comprise wall body shearing resistant members 41 and floor shearing resistant members 42, and the wall body upright posts and the wall body shearing resistant members are fixedly connected to form a wall body framework. The wall skeleton is compounded with a fireproof heat insulation layer 5 to form a wall; the floor slab horizontal beam and the floor slab shearing-resistant member are fixedly connected to form a floor slab framework, and the floor slab framework is compounded with the fireproof heat-insulating layer 5 to form a floor slab.

Examples

As shown in fig. 1, 2, 5, 6, 7 and 8, the wall column integrated steel structure building in embodiment 1 can set the spacing between the shear members to be 400mm-600mm when the building height is low, and the thickness of the shear members can be 1.2mm-2.0mm in this range. When the building is a higher house or hotel building, the spacing between the shearing resistant pieces can be set to 600mm-900mm, and the thickness can be selected to be 1.5mm-3.0 mm. When the building is a super-high building such as a shopping mall or a writing building, the distance between the shearing resistant pieces can be set to 900-1230 mm, and the thickness can be selected to be 2.0-4.0 mm. The size of the traditional lightweight plate body component is 1220mm multiplied by 2440mm. The 1230mm size corresponds mainly to the existing components.

The wall body shear members 41 are positioned in the middle of the adjacent wall body upright posts 2, and a group of the wall body upright posts 2 and a group of the wall body shear members 41 are fixedly connected to form the wall body framework. The wall shear member 41 is fixed at the middle position of the adjacent wall upright posts 2, but not at the side positions of the adjacent wall upright posts 2, and the meaning is that the wall shear member 41 is fixed at the middle position of the adjacent wall upright posts 2, and the wall shear member 41 can play a role in integral shear and support. Meanwhile, the thickness of the wallboard can be reduced, and the effective space is increased.

The floor shear members 42 are positioned in the middle of the adjacent floor horizontal beams 3, and a group of floor horizontal beams 3 and a group of floor shear members 42 are fixedly connected to form the floor framework. The slab shear member 42 is fixed at the middle position of the adjacent slab horizontal beams 3, but not at the upper or lower positions of the adjacent slab horizontal beams 3, which means that the slab shear member 42 is fixed at the middle position of the adjacent slab horizontal beams 3, and the wall shear member 42 can play a role in integral shearing and supporting, and can reduce the thickness of the slab and increase the effective space.

Examples

In the wall column integrated steel structure building of embodiment 1 or 2, as shown in fig. 1, 2 and 5, the wall shear members 41 and the floor shear members 42 are steel members, the wall columns 2 and the steel members are connected by welding or screw or rivet to form the wall skeleton, and the wall shear members between adjacent wall columns 2 are parallel to each other.

The floor slab horizontal beams 3 and the section steel members are connected through welding or threaded members or riveted to form a floor slab framework, and the floor slab shearing resistant members 42 between the adjacent floor slab horizontal beams 2 are parallel to each other.

The wall body shear resistant member and the floor slab shear resistant member are steel members, and compared with the plate body structure serving as a shear resistant member, the steel members are low in weight and more convenient to process.

Examples

In the wall column integrated steel structure building of embodiment 1 or 2, as shown in fig. 1 and 2, the wall body shear member 41 is a steel member, the floor slab shear member 42 is a corrugated plate body member 6, and the wall body upright column 2 and the steel member are welded and connected to form a wall body skeleton. The floor horizontal beam 3 and the corrugated plate body 6 are fixedly connected to form a floor framework. The wave shape of the corrugated plate body 6 is trapezoid, groove-shaped or arc-shaped. For a building with a larger span, the overall shearing resistance of the building can be increased by adopting the corrugated plate body parts for the floor shearing resistance parts.

Examples

The wall-column integrated steel structure building according to embodiment 1 or 2, as shown in fig. 7 and 8, is characterized in that: the wall body shear member 41 is a corrugated plate body member 6, the floor slab shear member 42 is a section steel member, and the wall body upright post and the corrugated plate body member are fixedly connected to form a wall body skeleton; and the floor horizontal beam and the section steel piece are fixedly connected to form a floor framework. For super high-rise buildings, the wall body shear-resistant parts adopt corrugated plate body parts, so that the integral wind load resistance of the building can be enhanced.

Examples

In the wall column integrated steel structure building of embodiment 1 or 2 or 3 or 4 or 5, as shown in fig. 4, the wall column 2 and the wall shear member 41 in a group of same vertical surfaces are welded and connected to form an integrated wall skeleton, and the integrated wall skeleton is combined with the fireproof heat insulation layer 5 to form an integrated wall, and the wall is integrally manufactured in a factory, so that the working efficiency can be improved, the site construction is reduced, and the manufacturing quality is improved.

Examples

The wall column integrated steel structure building of embodiment 6, as shown in fig. 2 and 4, the fireproof heat insulation layer 5 may be divided into a fireproof layer and a heat insulation layer. Because the compressive strength of the heat-insulating layer is relatively low, and the compressive strength of the fire-resistant layer is high, the fire-resistant layer with high hardness is compounded on the outer side of the outer wall body or the top surface of the floor slab. And the inner side of the outer wall body or the bottom surface of the floor slab is compounded with a heat-insulating material and a fireproof plate to form a heat-insulating and fireproof structure. The fireproof heat-insulating layer is divided into the fireproof layer and the heat-insulating layer, so that the respective advantages of the fireproof layer and the heat-insulating layer can be played, the manufacturing is convenient, and the manufacturing cost is reduced. The top surface of the floor framework of fig. 2 is composited with a fireproof layer with higher hardness.

Examples

In the wall column integrated steel structure building of embodiment 1 or 2 or 3 or 4 or 5, as shown in fig. 5, a pair of wall columns 2 are welded and connected through the wall shear members 41 to form a wall module 7, and a group of wall modules are connected through the wall shear members 41 screw members to form the wall skeleton.

A pair of floor horizontal beams are welded and connected through the floor shearing resistant members 42 to form a floor module, and the floor module has a structure similar to that of a wall module. And a group of floor modules are connected through the floor shearing-resistant member screw-threaded members to form the floor framework. The modular structure is convenient for transportation, and is suitable for buildings with a large number of remote plants.

Examples

The wall column-integrated steel structure building of embodiment 1 or 2 or 3 or 4 or 5, as shown in fig. 1, 2, 5 and 6, the wall column 2, the floor slab horizontal beam 3 and the steel member are C-shaped steel or channel steel or H-shaped steel or polygonal steel or rectangular pipes, and the rectangular pipes are provided with mounting process holes, and the process Kong Fangbian is mounted by bolts.

Example 10:

as shown in fig. 2, 3, 5 and 7, the wall column 2 is provided with a heightening connection hole 21 and a floor water beam connection hole 22, the wall column 2 adjacent to each other up and down, the wall column 2 and the floor horizontal beam 3 are connected by screw members, and the wall column heightening connection hole 21 and the floor horizontal beam connection hole 22 are positioned on the body of the wall column 2 or on a rib plate welded on the wall column 2; the floor horizontal beam 3 is provided with wall body upright post connecting holes 31, and the wall body upright post connecting holes 31 are positioned on the floor horizontal beam 3 body or on rib plates welded on the floor horizontal beam 3. The setting of the positions of the connecting holes can ensure that the wall column integrated steel structure building realizes 100 percent of assembly rate.

Example 11:

in the embodiment 1, 9 or 10, the wall column is an integral steel structure building, and the floor slab horizontal beam and the wall column are connected through a connecting plate.

Example 12:

the wall body skeleton of the wall column integrated steel structure building of the embodiment 1, which is parallel to each other, is connected through the shear member 4; the vertical face of the bearing frame 1 is parallel to the vertical face of the main window 8, the main wall body is perpendicular to the vertical face where the main window is located, the main window 8 is a window on one side of main lighting, and building colored lights are mainly lighting of the main window. The distance steps of the bearing frames 1 which are parallel to each other are as follows: 1.5-2.0m, the stair is convenient to transport and is suitable for assembly of a module structure or parts; or 2.0-2.8m, the stair is suitable for a general residence, and is convenient to install and transport; or the step of 2.8m-3.6m is suitable for high-rise offices or mall buildings. The height of the frame column is as follows: 2.5m-3.3m, which is suitable for common rooms; or 3.3m-7m, is suitable for being used in markets or office buildings; or 7m-9m is suitable for large conference rooms. The frame beam length is as follows: is 2m-3m, and is suitable for being used in a toilet; or 3m-4.5m is suitable for bedroom use; or 4.5m-6m, which is suitable for common living room; or 6m-9m is suitable for meeting rooms.

Claims

1. A wall stud integrated steel structure building comprising: facade bearing frame, characterized by: the bearing frame comprises wall body upright posts and floor slab horizontal beams, the wall body upright posts and the floor slab horizontal beams in the same vertical face are fixedly connected to form the bearing frame, a group of mutually parallel bearing frames are connected through horizontal shearing resistant pieces to form a three-dimensional bearing structure, the shearing resistant pieces comprise wall body shearing resistant pieces and floor slab shearing resistant pieces, the wall body upright posts and the wall body shearing resistant pieces are fixedly connected to form a wall body framework, and a fireproof heat insulation layer is compounded on the wall body framework to form a wall body; the horizontal beam of the floor slab and the shearing resistant part of the floor slab are fixedly connected to form a floor slab framework, and the floor slab framework is compounded with the fireproof heat insulation layer to form a floor slab.

2. The wall stud integrated steel structure building of claim 1, wherein: the distance between the shearing resistant pieces is 400-600 mm, 600-900 mm or 900-1230 mm, the shearing resistant pieces for the wall are positioned in the middle of the adjacent wall upright posts, and a group of the wall upright posts and a group of the shearing resistant pieces for the wall are fixedly connected to form the wall skeleton; the floor shear members are positioned in the middle of the adjacent floor horizontal beams, and a group of floor horizontal beams and a group of floor shear members are fixedly connected to form the floor framework.

3. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall body shear-resistant member and the floor slab shear-resistant member are steel members, and the wall body upright posts and the steel members are fixedly connected to form the wall body framework; the floor horizontal beam and the section steel piece are fixedly connected to form the floor framework.

4. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall body shear member is a section steel member, the floor slab shear member is a corrugated plate body member, and the wall body upright post and the section steel member are fixedly connected to form the wall body framework; the floor horizontal beam and the corrugated plate body are fixedly connected to form the floor framework.

5. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall body shear member is a corrugated plate body member, the floor slab shear member is a section steel member, and the wall body upright post and the corrugated plate body member are fixedly connected to form the wall body framework; the floor horizontal beam and the section steel piece are fixedly connected to form the floor framework.

6. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall upright posts and the wall shear-resistant members in the same vertical face are welded and connected to form an integral wall skeleton, the integral wall skeleton is compounded with the fireproof heat-insulating layer to form an integrated wall, and the fireproof heat-insulating layer comprises a fireproof layer and a heat-insulating layer.

7. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: a pair of wall upright posts are welded and connected through the wall shearing resistant members to form a wall module, and a group of wall modules are connected through the wall shearing resistant member screw members to form the wall framework; a pair of floor horizontal beams are welded and connected through the floor shearing resistant pieces to form a floor module, and a group of floor modules are connected through the floor shearing resistant piece screw-thread pieces to form a floor framework.

8. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall body stand, floor horizontal beam the shaped steel spare be C shaped steel or channel-section steel or H shaped steel or polygonal shaped steel or rectangular pipe, rectangular pipe on have the mounting technology hole.

9. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall body upright post is provided with a heightening connecting hole and a floor slab horizontal beam connecting hole, the upper and lower adjacent wall body upright posts and the floor slab horizontal beams are connected through screw members, and the heightening connecting hole and the floor slab horizontal beam connecting hole are positioned on the wall body upright post body or on a rib plate welded on the wall body upright post; the horizontal beam of the floor slab is provided with wall body upright post connecting holes, and the wall body upright post connecting holes are positioned on the horizontal beam body of the floor slab or on rib plates welded on the horizontal beam of the floor slab.

10. The wall stud integrated steel structure building according to claim 1 or 2, characterized in that: the wall frameworks which are parallel to each other are connected through the shearing resistant parts; the vertical face of the bearing frame is parallel to the vertical face where the main window is located, and the spacing steps of the bearing frame are as follows: 1.5-2.0m, alternatively 2.0-2.8m, alternatively 2.8-3.6 m; the height of the wall upright post is as follows: 2.5m-3.3m, alternatively 3.3m-7m, alternatively 7m-9m; the length of the horizontal beam of the floor slab is as follows: 2m-3m, alternatively 3m-4.5m, alternatively 4.5m-6m, alternatively 6m-9m.