CN204225267U - A kind of light weight board building systems - Google Patents
A kind of light weight board building systems Download PDFInfo
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- CN204225267U CN204225267U CN201420464159.4U CN201420464159U CN204225267U CN 204225267 U CN204225267 U CN 204225267U CN 201420464159 U CN201420464159 U CN 201420464159U CN 204225267 U CN204225267 U CN 204225267U
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Abstract
The utility model relates to a kind of light weight board building systems, building systems comprises Light trabs, lightweight building, roof panel and relevant connecting elements and connector, is built form the maintenance system of steel building or the structural system of low-rise building by light weight board and connecting elements and connector; Wherein, described light weight board mainly comprises light-gauge steel section or profiled sheet and light weight concrete construction; light-gauge steel section or profiled sheet are the load main body of sheet material or the ingredient of load main body; light weight concrete construction is mainly used in realizing the performance requirements such as lightweight, insulation, fire prevention, sound insulation, and light-gauge steel section or profiled sheet are effectively combined with light weight concrete construction by the steel wire of attached weldering or reinforced mesh.The utility model provides the performance board-like maintenance systems such as a kind of novel tool lightweight, insulation, sound insulation for steel work industry with many, high-rise civil building, solves the persistent ailment of the poor-performings such as color steel class maintenance system sealing, durability, waterproof, fire prevention.
Description
Technical Field
The utility model relates to a building field especially relates to a light plate house system.
Background
The industrialization and commercialization of house engineering are the development direction of modern house buildings, and are one of the key research, development and popularization directions in China.
In recent years, steel structure systems can be developed at a high speed, the dead weight of walls, buildings and roof panels is the main part of the dead weight of the structure according to the characteristics of steel structures, the weight of the two parts far exceeds the dead weight of the steel structures, the dead weight of the walls and the floors is effectively reduced, the whole weight of a house structure can be effectively reduced, the earthquake effect can be greatly reduced, and the key effect is played on the performance and the manufacturing cost of the structure. The steel structure maintenance system which is light and has the performances of heat preservation, fire prevention and sound insulation has good market prospect.
At present, the energy-saving and environment-friendly light assembly type low-rise building structural system which accords with the national situation of China is basically blank at present in China, and has huge market demands in China, particularly the demands of socialist new rural construction and national policy development for accelerating urban and rural construction. Some foreign light house systems, such as light steel keel house systems, are introduced in China recently, but the durability is poor, and the application is limited because the light steel keel house systems cannot be well combined with the characteristics in China.
In view of the above-mentioned needs, the inventor of the present invention has finally obtained the present creation through a long time of research and practice.
Disclosure of Invention
An object of the utility model is to provide a light board house system for overcome above-mentioned technical defect.
In order to achieve the purpose, the utility model provides a light plate house system, which comprises a light wall plate, a light building and a roof plate, wherein the light wall plate, the light building and the roof plate are constructed by connecting components and connecting pieces to form a maintenance system of steel structure industry and multi-and high-rise civil buildings or a structural system of a low-rise house; wherein,
the light wall board comprises thin-wall section steel and light concrete, the light concrete is poured between the two thin-wall section steel to form the wall board with a certain width, the thin-wall section steel is formed by a thin-wall steel plate machine and is arranged at the edge part of the wall board, and steel wires or steel bar meshes are additionally welded on the upper surface and the lower surface between the thin-wall section steel;
the light building and roof board is a profiled steel sheet composite board, the profiled steel sheet composite board comprises a profiled steel sheet and foam concrete, and the foam concrete is filled in a cavity at the lower part of the profiled steel sheet.
Further, the thin-wall section steel is formed by a steel plate machine with the thickness of about 1-2 mm, the size of the section is determined according to the stress, and the height of the section is about 90-180 mm.
Furthermore, the thin-wall section steel comprises A-type thin-wall section steel and B-type thin-wall section steel, and the sections of the A-type thin-wall section steel and the B-type thin-wall section steel are grooves and tongues, wherein a convex part is arranged in the middle of the A-type thin-wall section steel; the B-type thin-wall section steel is combined with the A-type thin-wall section steel, a groove is arranged in the middle of the B-type thin-wall section steel, and flat combining parts are arranged on two sides of the groove.
Furthermore, the profiled steel sheet is formed by pressing through special equipment, and is a thin-wall steel sheet with the thickness of about 1.0 mm.
Further, welding additional steel on one side or the bottom of a vertically arranged plate rib of the pressed profiled steel plate; welding a wire mesh or a steel mesh on the lower opening surface of the profiled steel sheet; steel wire trusses in the thickness direction of the welded plate can be added on the profiled steel plate at certain intervals.
Furthermore, the self weight of the foam concrete filled in the cavity of the profiled steel sheet is 300～400kg/m3Left and right.
Furthermore, in a maintenance system used for steel structure industry and multi-story and high-rise civil buildings, light wall boards in outer walls are transversely installed, the width of the light wall boards is determined according to the height size of door and window openings, the length of the light wall boards is determined according to the distance between structural columns, tongue-and-groove openings of upper and lower wall boards are occluded, and each light wall board is fixed with a steel column at the structural columns at two ends through first connecting pieces.
Further, when the profiled steel sheet composite board is used in a multilayer assembled house system, the light wall boards are vertically installed, the tongue-and-groove joints between the wall boards are occluded, the board width is determined according to the wall width and the door and window opening size integer, the profiled steel sheet composite board is used for a floor and a roof board, and the light wall boards are assembled with the floor and the roof board through connecting pieces; at the joint of the longitudinal wall and the transverse wall of the wall body, the wall body is pulled and connected together by steel angle pieces through welding or screws at certain intervals along the height of the wall body.
Further, mounting thin-walled steel members on vertical edges on two sides of the door and window opening; the roof board is directly fixed with the roof steel beam or the net rack purline through profiled steel sheet screws.
Furthermore, the light wall plate is used in a multilayer assembled house system, the light wall plate is vertically installed, the tongue-and-groove joints between the plates are occluded, and the wall plate can be discontinuously connected by spot welding between the thin-wall section steels at the plate ends; the thin-wall steel plate composite plate is used for building and roof boards, and the wall plate is assembled with the building and roof boards through connecting pieces.
Compared with the prior art the beneficial effects of the utility model reside in that: the utility model provides a novel plate-type maintenance system with light weight, heat preservation, sound insulation, fire prevention and other performances for steel structure industry and multi-story and high-rise civil buildings, and solves the problem of the chronic diseases with poor sealing, durability, water prevention, fire prevention and other performances of the color steel maintenance system; compared with the existing masonry wall, the self weight is reduced by about 50%, the earthquake action is greatly reduced, and the overall structure and the foundation cost are greatly reduced. The installation process is simple, the construction speed is high, and the labor intensity is low; the building structure is characterized in that a novel lightweight board assembled building structure system is provided for low-rise buildings, is heat-insulating, fireproof, sound-insulating, environment-friendly and green, has short construction period and low manufacturing cost, is particularly suitable for houses of residences, and provides a novel building structure system for national policies of socialist new rural and urban-rural construction; because the house component is light and has good integrity, small earthquake action and good earthquake resistance, the house component is extremely light, and when the house component encounters a strong earthquake or an accidental event, the damage of personal casualties and property loss is small.
In addition, the thickness of the light plate of the utility model can be greatly reduced compared with the traditional wall or plate, and the using area of the house is increased; the installation process is simple, the construction speed is high, and the labor intensity is low; the light plate can be industrially, commercially and standardly produced and stored; to sum up the advantage makes the utility model discloses a light plate house system's comprehensive cost is low, and the construction speed is fast, and fire prevention, heat preservation, sound insulation etc. are excellent.
Drawings
Fig. 1 is a schematic perspective view of a lightweight board building structure system according to the present invention;
fig. 2 is a schematic perspective view of the light board house maintenance system of the present invention;
fig. 3a is a schematic perspective view of the light wall panel of the present invention;
FIG. 3b is a schematic connection diagram of a first embodiment of the thin-walled steel section of the present invention;
FIG. 3c is a schematic connection diagram of a second embodiment of the thin-walled steel section of the present invention;
fig. 3d is a connection diagram of a third embodiment of the thin-walled steel section of the present invention.
Fig. 3e is a schematic structural view of the profiled steel sheet composite plate of the present invention;
fig. 4a is a schematic connection diagram of a first embodiment of the external wall panel of the present invention;
fig. 4b is a schematic connection diagram of a second embodiment of the external wall panel of the present invention;
fig. 4c is a schematic connection diagram of a third embodiment of the external wall panel of the present invention;
fig. 4d is a schematic structural view of the wallboard connecting plate of the present invention;
fig. 4e is a schematic view of the connection of the wall panel with the belt window according to the present invention;
fig. 4f is a schematic structural view of the connecting plate of the upper plate of the belt window of the present invention;
fig. 4g is a schematic connection diagram of the wall panel of the door/window opening of the present invention;
FIG. 4h is a schematic view of the thin-walled steel connecting piece of the present invention;
fig. 5 is a schematic structural view of a building and roof panel of the profiled steel sheet composite board of the present invention;
FIG. 6a is a schematic connection diagram of a first embodiment of the junction between the longitudinal and transverse walls of the wall body according to the present invention;
FIG. 6b is a schematic connection diagram of a second embodiment of the junction between the longitudinal and transverse walls of the wall body according to the present invention;
fig. 6c is a schematic connection diagram of a third embodiment of the junction between the longitudinal and transverse walls of the wall body according to the present invention;
fig. 7a is a connection schematic diagram of a first embodiment of the thin-walled steel ring beam connection of the present invention;
FIG. 7b is a schematic connection diagram of a second embodiment of the thin-walled steel ring beam according to the present invention;
fig. 7c is a schematic connection diagram of a third embodiment of the thin-walled steel ring beam connection of the present invention;
FIG. 8a is a schematic view of the structure of the present invention for connecting the building, the roof, the wall plate and the thin-walled steel ring beam;
FIG. 8b is a schematic view of the connection between the flat-out building, roof and wall panels of the present invention;
FIG. 8c is a schematic view of the connection between the inclined roof panel and the wall panel of the present invention;
fig. 9a is a schematic connection diagram of a first embodiment of arrangement of a lintel and a wallboard at a cave mouth of the present invention;
fig. 9b is a schematic connection diagram of the second embodiment of the arrangement of the lintel and the wall panel at the opening of the present invention.
Detailed Description
The above and further features and advantages of the present invention will be described in more detail below with reference to the accompanying drawings.
Please refer to fig. 1 and fig. 2, which are schematic diagrams of the three-dimensional structure of the structural system and the maintenance system of the lightweight board house of the present invention, including a lightweight wall panel 1, a lightweight building and a roof panel, the lightweight board of the present invention forms the maintenance system of the steel structure industry and the multi-story and high-rise civil building or the structural system of the low-rise house through the connection member and the connection member. The building and roof boards shown in fig. 1 comprise a flat building, a roof 2 and a sloping roof 3, and the house system of the utility model also comprises doors, window openings 4, balconies 6 and the like and ring beams 5 at floors. The wall plate, the building and the roof plate are all light plates.
Please refer to fig. 3a, which is a schematic perspective view of the light wall panel of the present invention; the utility model discloses a light wallboard includes thin-walled steel and lightweight concrete 11, fills between two adjacent thin-walled steel lightweight concrete. In this embodiment, the lightweight concrete is foam concrete, and the thin-walled steel section is formed by a thin-walled steel plate machine, is arranged at an edge of the wallboard, and is used as a force-bearing main body of the lightweight wallboard or a component of the force-bearing main body.
Upper and lower between thin-wall section steelThe surface is attached with a welding wire or a reinforcing steel bar net piece 12, and when the plate width is larger, a steel wire or a reinforcing steel bar truss 14 can be added along the plate length direction at a certain interval. Foam concrete is poured between two adjacent thin-wall section steels to form a wallboard with a certain width, the foam concrete and the thin-wall section steels are combined together by utilizing a steel wire or steel bar net piece 12 and a steel wire or steel bar truss 14, and the requirements of functions of heat preservation, sound insulation, fire prevention and the like are met by utilizing the characteristics of the foam concrete. The self-weight grade of the foam concrete is 300kg/m3On the left and right sides, the foam concrete does not participate in the stress of the wallboard, and is suitable for other light materials which can meet the performance requirements.
If the bearing capacity of the wallboard needs to be further improved, the self-weight grade of the foam concrete can be improved to enable the foam concrete to have a certain strength grade, or the foam concrete is changed into lightweight aggregate concrete with a certain self-weight and strength grade, so that the foam concrete, a steel wire or a steel bar net sheet and a steel wire truss work in a combined mode to participate in bearing force of the wallboard, and the foam concrete, the steel wire or the steel bar net sheet and the steel wire truss work together to form a bearing main body of the wallboard.
The thin-wall section steel is generally formed by a plate rolling machine, so that a larger length can be formed, foam concrete is integrally cast according to the length, the foam concrete is cut according to a certain normalized length size after casting and forming, and then is stored, and in addition, the plate width can be freely determined, so that the plate width can be pre-produced and stored according to a certain number of normalized sizes.
The utility model discloses in, thin-walled steel section in the light weight wallboard about 1 ~ 2mm steel sheet machine-made shaping, cross sectional dimension is according to the atress size decision, the cross-section height generally about 90 ~ 180mm, its cross-sectional form divide into A, B two kinds of types and each other be the tongue-and-groove, its is applicable to ordinary steel sheet, galvanized steel sheet, colored coating steel sheet and can satisfy other sheet metal that the atress can require with the material.
When the heat preservation performance of light weight wallboard can not satisfy the requirement, in the wallboard production process, can directly paste the heated board in the wallboard outside, form the integrated board that has load-carrying, heat preservation.
When the outer plate surface of the light wallboard has decoration requirements, the outer side of the wallboard can be directly subjected to decoration surface treatment or adhered with a decoration plate in the production process of the wallboard, so that the integrated board with bearing force, heat preservation and outer decoration is formed.
According to the wall board, A, B two kinds of thin-wall section steel can be used to form three kinds of light plate section forms to meet the requirements of different wall parts. Wherein, a convex part 18 is arranged in the middle of the A-type thin-wall section steel 13; the B-type thin-wall section steel 15 can be combined with the A-type thin-wall section steel 13, a groove 16 is arranged in the middle of the B-type thin-wall section steel, and flat combining parts 17 are arranged on two sides of the groove 16.
In the first embodiment, the plate edges of the middle light wall plate are respectively the a-type thin-wall section steel 13, the plate edges of the two light wall plates combined with the middle light wall plate are the B-type thin-wall section steel 15, and the combination parts of the three light wall plates are connected with each other by the tongue-and-groove.
In the second embodiment, the plate edges of the middle light wall plate are respectively a type a thin-wall section steel 13 and a type B thin-wall section steel 15, the plate edges of the light wall plates on the left and right sides are respectively a type B thin-wall section steel 15 combined with the type a thin-wall section steel 13 and a type a thin-wall section steel 13 combined with the type B thin-wall section steel 15, and the combination parts of the three light wall plates are connected by tongue and groove.
In the third embodiment, the plate edges of the middle light wall board are respectively B-type thin-wall section steel 15, the plate edges of the light wall boards at two sides combined with the middle light wall board are a-type thin-wall section steel 13, and the combination parts of the three light wall boards are connected with each other by tongue-and-groove.
Please refer to fig. 3e, which is a schematic structural diagram of the profiled steel sheet composite plate of the present invention, the composite plate includes a profiled steel sheet 25 and foam concrete 28, wherein the profiled steel sheet 25 is a ribbed plate, which is used as a main body of the composite plate for bearing force; the cavity at the lower part of the profiled steel sheet 25 is filled with foam concrete 28 for realizing the requirements of functions such as heat preservation, sound insulation, fire prevention and the like.
The utility model discloses in, profiled steel sheet 25 is through professional equipment press forming, and it is about 1.0mm thick thin wall steel sheet.
Welding an additional steel material 26 on one side or the bottom of the vertically arranged plate rib of the pressed profiled steel plate 25, wherein the additional steel material 26 can be a steel bar or a steel plate, and the additional welding position can be positioned outside or inside the profiled plate rib; a wire mesh sheet 27 is welded to the lower opening surface of the profiled steel sheet 25. The steel wire trusses in the thickness direction of the welded plate may be added to the profiled steel sheet 25 at a certain interval. The material for the profiled steel sheet 25 is suitable for common steel sheets, galvanized steel sheets, color coated steel sheets and other metal sheets which can meet the requirements of stress performance. The thickness of the composite plate is determined according to the requirements of span stress and rigidity, generally 80-120 mm, the width is determined according to the specification of the strip steel, generally about 500-600 mm
In the present invention, the dead weight of 300kg/m is poured into the cavity of the profiled steel sheet 25 completed as described above3The left and right foam concrete 28 or other light materials and the steel wire mesh 27 can well compound the foam concrete 28 and the profiled steel plate 25 together, and can strengthen the rigidity of the profiled steel plate, and the plate realizes the integration of light weight, high strength, heat preservation, fire prevention and sound insulation performance due to the good heat preservation, sound insulation and fire prevention performance of the foam concrete.
The utility model discloses utilize above-mentioned light wallboard and profiled sheet composite sheet to be basic component, realize the construction of house system.
The following is illustrated by specific examples:
maintenance system and construction method for industrial, multi-story and high-rise steel structure houses
Referring to fig. 2 and fig. 4a-4c, in the external wall system, the lightweight wall panel 1 in the external wall is installed transversely, the width of the wall panel 1 is determined according to the height of the door/window opening 4, so that the wall panel 1 is arranged in the whole number of panels in the height of the opening, and the length of the wall panel 1 is determined according to the distance between the structural columns. The tongue-and-groove of the upper and lower wall boards are occluded, and the occlusion mode is shown in the three forms; the vertical direction is supported by the mutual bearing between the wallboards, the transverse load vertical to the direction of the board surface is supported by the thin-wall section steel at the edge of the board, and the structural columns at two ends of each wallboard 1 are connected with the steel column 32 through the connecting piece 31.
As shown in fig. 4d, the connecting member 31 is an L-shaped connecting plate, which includes a first connecting portion 311 and a second connecting portion 312, which are respectively connected and fixed with the thin-walled steel or steel column at the edge of the wall plate.
As shown in fig. 4e and 4f, the top wall panel of the through-length strip window 7 is connected to the steel columns 32 at both sides of the wall panel by connectors 41, and the connectors 41 bear the weight of the vertical wall panel and the transverse load of the wall panel. The connector 41 includes a steel column connector 411 and a wall panel connector 412.
Please refer to fig. 4g and 4h, the thin-wall steel member 20 is installed on the two vertical sides of the door/window opening 4.
As shown in fig. 4h, the thin-wall steel member 20 is used to fix the wall panel between windows and doors, in this embodiment, the thin-wall steel member 20 is B-type thin-wall steel in the aforementioned lightweight wall panel, and is filled with foam concrete and has a groove at its middle portion for installing and fixing the doors and windows.
Referring to fig. 2 and 5, a roof panel 23 of a roof system is the above-described profiled steel sheet composite panel, which is directly fixed to a roof steel beam or a rack purlin 21 by using self-tapping screws 22 as shown in fig. 5, and waterproof and other related processes are performed on the roof panel 23 according to building design requirements.
Structure system of second-floor and low-floor houses and construction method
Referring to fig. 1, in a low-rise building structure system, the lightweight wall panels 1 are vertically installed as load-bearing walls, the profiled steel sheet composite boards are used for floor and roof boards, thin-walled steel sections as shown in fig. 4h are used as ring beams 5 at the floors, and the building structure system is constructed by connecting pieces. Wallboard 1 is vertical installation, and the tongue-and-groove interlock between board and the board, the board width is confirmed according to wall body width and door and window entrance to a cave size integer, and the wallboard can be in the intermittent spot welding connection between flange edge thin-walled steel, increases the wholeness of wallboard, prevents that wallboard interlock seam department from appearing the crack.
Referring to fig. 6a-6c, at the junction of the longitudinal and transverse walls of the wall, the walls are pulled together by welding or screws 37 using steel angle pieces of the shape shown in fig. 4d at a certain distance along the height of the wall, and the foam concrete columns 35 are added into the gaps at the junction of the walls and fixed to the walls by steel bands 36 at a certain distance along the height of the wall.
Referring to fig. 7a-7c, a thin-wall steel member as shown in fig. 4h is used as a ring beam 5 at a floor, foam concrete is filled in a cavity of the thin-wall steel member for heat preservation, and a steel plate 42 is welded in a groove of the thin-wall steel member at the joint of a wall body of the thin-wall steel ring beam to form a closed and continuous ring beam 5.
Referring to fig. 8a, the thin-walled steel member of the ring beam 5 is used to connect the upper and lower wall panels 1 to the tongue-and-groove engagement portion of the thin-walled steel at the edge of the wall panel, the upper and lower wall panels 1 and the ring beam 5 are connected together by welding or screwing with the U-shaped steel plate connector 51, and the floor and roof panels are connected to the ring beam 5 and the wall panel 1 by the L-shaped steel plate connector 53 welded to the ring beam 5 and the upper wall panel 1 and the self-tapping screw 54, so as to form a house structure system capable of bearing force integrally.
As shown in fig. 8b-8c, the profiled steel sheet composite boards used for the floors and the roofs have positive and negative bending resistance, and thus the balcony, the rain shed or the roof cornice is formed by the projecting of the floors and the roofs.
Referring to fig. 9a-9b, a lintel 61 with a large opening is formed by welding square pipes or other section steels on the lower part of a thin-wall section steel ring beam, and a wall plate 1 is transversely installed between the lintel and the upper top of the opening and on the lower part of the opening instead, so that a closed thin-wall section steel frame is formed on the periphery of the opening, the strength and rigidity of the wall body at the opening are increased, and the door and the window are conveniently fixed.
The foregoing is only a preferred embodiment of the present invention, which is illustrative, not limiting, of the present invention. Those skilled in the art will appreciate that many variations, modifications, and equivalents may be made thereto without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. A light plate house system is characterized by comprising a light wall plate, a light building and a roof plate, wherein the light wall plate, the light building and the roof plate are constructed by connecting members and connecting pieces to form a maintenance system of a steel structure industry and a multi-story and high-rise civil building or a structural system of a low-rise house; wherein,
the light wall board comprises thin-wall section steel and light concrete, the light concrete is poured between the two thin-wall section steel to form the wall board with a certain width, the thin-wall section steel is formed by a thin-wall steel plate machine and is arranged at the edge part of the wall board, and steel wires or steel bar meshes are additionally welded on the upper surface and the lower surface between the thin-wall section steel;
the light building and roof board is a profiled steel sheet composite board, the profiled steel sheet composite board comprises a profiled steel sheet and foam concrete, and the foam concrete is filled in a cavity at the lower part of the profiled steel sheet.
2. The lightweight board house system of claim 1, wherein said thin-walled steel is formed by machining with 1-2 mm steel plate, the cross-sectional dimension is determined according to the stress, and the cross-sectional height is 90-180 mm.
3. The lightweight board building system according to claim 1 or 2, wherein said thin-walled steel comprises a-type thin-walled steel and a B-type thin-walled steel, and the sections are tongue-and-groove, wherein a protrusion is provided in the middle of said a-type thin-walled steel; the B-type thin-wall section steel is combined with the A-type thin-wall section steel, a groove is arranged in the middle of the B-type thin-wall section steel, and flat combining parts are arranged on two sides of the groove.
4. The lightweight board building system of claim 1, wherein said profiled steel sheet is formed by compression molding with special equipment and is a thin-walled steel sheet having a thickness of 1.0 mm.
5. A lightweight panel housing system according to claim 1 or 4, wherein additional steel is welded to one side or the bottom of the vertically disposed ribs of said pressed profiled steel sheets; welding a wire mesh or a steel mesh on the lower opening surface of the profiled steel sheet; steel wire trusses in the thickness direction of the welded plate can be added on the profiled steel plate at certain intervals.
6. The lightweight board building system as claimed in claim 1 or 4, wherein the foamed concrete filled in the cavity of said profiled steel sheet has a self weight of 300 to 400kg/m3。
7. The lightweight panel building system according to claim 1, wherein in a maintenance system for steel structure industry and multi-story and high-rise civil buildings, lightweight wall panels are installed in the outer walls in a transverse direction, the width of the lightweight wall panels is determined according to the height of the door and window openings, the length of the lightweight wall panels is determined according to the space between the structural columns, the tongue and groove of the upper and lower wall panels are engaged, and each lightweight wall panel is fixed to the steel columns at the structural columns at both ends by the first connecting member.
8. The lightweight board building system of claim 7, wherein when used in a multi-storey modular building system, said lightweight wall boards are vertically installed, tongue-and-groove engagement is made between the wall boards, the board width is determined according to the wall width and the door and window opening size integer, said profiled steel sheet composite board is used for floor and roof boards, and the lightweight wall boards are assembled with the floor and roof boards by connectors; at the joint of the longitudinal wall and the transverse wall of the wall body, the wall body is pulled and connected together by steel angle pieces through welding or screws at certain intervals along the height of the wall body.
9. The lightweight board building system according to claim 7, wherein thin-walled steel members are installed at both vertical sides of the door and window opening; the roof board is directly fixed with the roof steel beam or the net rack purline through profiled steel sheet screws.
10. The lightweight panel building system of claim 8, wherein said lightweight wall panels are vertically installed, tongue and groove engagement between panels, and panel-to-panel intermittent spot welding of panel-end thin-walled steel sections; the thin-wall steel plate composite plate is used for building and roof boards, and the wall plate is assembled with the building and roof boards through connecting pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420464159.4U CN204225267U (en) | 2014-08-18 | 2014-08-18 | A kind of light weight board building systems |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420464159.4U CN204225267U (en) | 2014-08-18 | 2014-08-18 | A kind of light weight board building systems |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204225267U true CN204225267U (en) | 2015-03-25 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179250A (en) * | 2014-08-18 | 2014-12-03 | 陕西昊兴房屋工程有限公司 | Light-board house system and construction method thereof |
| CN110792220A (en) * | 2019-12-04 | 2020-02-14 | 上海泛太建筑设计有限公司 | High-strength light composite floor slab and floor layer system thereof |
| CN113216483A (en) * | 2021-06-02 | 2021-08-06 | 吴乃森 | Light steel and light concrete composite floor system |
| CN113700172A (en) * | 2021-10-12 | 2021-11-26 | 吴乃森 | Light wall board wall structure system and construction method thereof |
-
2014
- 2014-08-18 CN CN201420464159.4U patent/CN204225267U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179250A (en) * | 2014-08-18 | 2014-12-03 | 陕西昊兴房屋工程有限公司 | Light-board house system and construction method thereof |
| CN110792220A (en) * | 2019-12-04 | 2020-02-14 | 上海泛太建筑设计有限公司 | High-strength light composite floor slab and floor layer system thereof |
| WO2021109181A1 (en) * | 2019-12-04 | 2021-06-10 | 张淳崴 | High-strength lightweight composite floor slab and floor slab layer system thereof |
| CN113216483A (en) * | 2021-06-02 | 2021-08-06 | 吴乃森 | Light steel and light concrete composite floor system |
| CN113700172A (en) * | 2021-10-12 | 2021-11-26 | 吴乃森 | Light wall board wall structure system and construction method thereof |
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