CN113737954A - Scalable assembled net wall structure system convenient to transportation and construction - Google Patents
Scalable assembled net wall structure system convenient to transportation and construction Download PDFInfo
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- CN113737954A CN113737954A CN202111206044.6A CN202111206044A CN113737954A CN 113737954 A CN113737954 A CN 113737954A CN 202111206044 A CN202111206044 A CN 202111206044A CN 113737954 A CN113737954 A CN 113737954A
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 161
- 239000010959 steel Substances 0.000 claims abstract description 161
- 238000009434 installation Methods 0.000 claims abstract description 17
- 239000002023 wood Substances 0.000 claims description 14
- 230000032258 transport Effects 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 230000008569 process Effects 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 230000001413 cellular effect Effects 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000003754 machining Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 7
- 235000017491 Bambusa tulda Nutrition 0.000 description 7
- 241001330002 Bambuseae Species 0.000 description 7
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 7
- 239000011425 bamboo Substances 0.000 description 7
- 238000012545 processing Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 7
- 230000009471 action Effects 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 238000005265 energy consumption Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a telescopic assembly type grid wall structure system convenient for transportation, installation and construction, which comprises an external frame, a fishplate and an internal telescopic grid shear wall, wherein cross nodes of all components of the internal grid shear wall are connected by bolts, the assembly of the grid wall is carried out after the manufacture of the components is completed in a factory, all grid wall components are connected by bolts according to the designed size, the structure size and the bolt hole position are measured after the assembly is completed, a parallelogram formed by the cross of the grid wall components is used after the correctness is confirmed, the grid wall is compressed to be folded into a component with smaller size and convenient for hoisting and transportation, and after the component reaches a construction site, the internal grid wall is stretched to the designed size, and the connection with a surrounding frame is completed. The invention continues the good lateral resistance of the grid shear wall, solves the problem that the grid wall structure is difficult to assemble on a construction site due to insufficient machining precision, has good adaptability aiming at structural forms with various heights, and is beneficial to popularization and application of the assembled steel structure.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, relates to a grid wall structure system, and particularly relates to a telescopic assembly type grid wall structure system convenient to transport, install and construct.
Background
The steel plate wall is a high-efficiency side-resisting structure system, is commonly used in high-rise buildings, and forms two anti-seismic defense lines together with a frame, and has good anti-seismic and wind-resistant capabilities for resisting horizontal loads, but most of the side-resisting capabilities of the steel plate wall are derived from the bearing capacity of the steel plate after buckling, namely, the steel plate bears the horizontal resisting action due to the tensile force generated after the steel plate bears a certain lateral force, if the structure bears the cyclic load action (such as earthquake action), the steel plate wall generates a tensile force band again when the stress direction is changed, before a reverse tensile force band is formed, the steel plate wall has a period of lower bearing capacity, a hysteresis curve is obviously pinched and contracted, and the energy consumption capability is weakened; from the perspective of living comfort, noise is generated in the process of forming the tension band by the steel plate wall, so that the living comfort of residents is influenced; from the structural construction perspective, the steel plate wall is often welded with the peripheral frame, and the steel plate wall is thinner, the heat during welding easily burns through the steel plate, and the quality of on-site welding is easily influenced by the construction site environment and the experience of constructors, and the welding quality is difficult to guarantee.
In order to overcome the defects of a steel plate wall structure, Tianjin university provides a steel frame-steel grid wall structure system, namely the steel plate wall is dispersed into strip-shaped steel components which are welded or bolted on two sides of a fishplate in a reverse cross manner. Although wood and bamboo are all anisotropic materials, the stress performance is not as stable as steel, but the raw materials are renewable, the materials are convenient to obtain and transport, the processing is simple and easy, the manufacturing cost is low, and the wood and bamboo grid wall structure convenient to construct is very suitable for being used in low-rise village and town residential structures in areas rich in wood and bamboo resources and also conforms to the concept of green, environmental protection and sustainable development. The frame-grid wall structure is a full-assembly structure and has higher requirements on construction precision, so that the construction precision needs to be controlled in each link of processing members, transporting members, assembling members and the like. Because the grid wall structure has more internal components which are mutually crossed and form a certain included angle, all the discrete components of the grid wall are combined into a telescopic whole, namely the whole is positioned when the components are prefabricated in a factory, and the prefabricated components can be perfectly connected with the edge frame; after the components are processed, all the components are combined into a whole and folded; and transporting the folded grid wall to a construction site, unfolding and splicing with the edge frame member, so as to realize the precision control from the manufacturing of the member to the transportation until the splicing is completed.
In order to achieve the above-mentioned conception, it is necessary to provide a grid wall structure system which can complete the preliminary positioning of each component of the grid wall in a factory and can be folded into smaller transportation units after the positioning.
Disclosure of Invention
The invention provides a telescopic assembly type grid wall structure system convenient for transportation, installation and construction for solving the technical problems in the prior art, can finish the primary positioning of grid wall components in a factory, is favorable for improving the processing precision, can fold the grid wall after the primary positioning, and has small occupied space of the folded components and convenient transportation.
The technical scheme adopted by the invention for solving the technical problems in the prior art is as follows: the utility model provides a scalable assembled net wall structure system convenient to transportation and construction installation, includes the steel lattice wall that outside steel framework, fishplate 3, outside bar steel member 4 and inboard bar steel member 5 that steel framework roof beam 1 and steel framework post 2 are constituteed. The beam-column nodes of the external steel frame can be rigidly connected so as to participate in structural energy consumption, and the grid walls can be used as energy consumption members, and the beam-column nodes are hinged and connected and are used in areas with small earthquake action; the external steel frame is connected with the fishplate 3 in a welding way; outside bar steel member 4 inboard bar steel member 5 with 3 bolted connection of fishplate, the bar steel member 4 of constituteing the steel grid wall, 5 with the connected node of fishplate 3 is according to the difference of position, and the configuration form is also slightly different: the steel member and the corner connecting node 6 of the fishplate are connected by the bolt 9 the fishplate 3 and the outside bar-shaped steel member 4, the distance d between two nuts of the bolt 91Is the thickness t of the outer steel memberZThickness t of fishplateyThe steel member and the side connecting node 7 of the fishplate are connected by the bolt 10 with the fishplate 3, the outer side strip-shaped steel member 4 and the inner side strip-shaped steel member 5, and the distance d between two nuts of the bolt 102Is the thickness t of the outer steel memberZThickness t of inner steel memberfAnd the thickness t of the fishplateySumming; outside bar steel member 4 with the cross node 8 of inboard bar steel member 5 is through 11 articulated connections of bolt to realize net wall telescopic purpose, the interval d of 11 two nuts of bolt3Is the thickness t of the outer steel memberZThe thickness t of the inner steel memberfAnd the sum d of the lengths of the steel washers 13q。
A scalable assembled net wall structure system convenient to transportation and construction installation accomplishes the processing and the drilling of net wall in the mill according to design dimension, the location and the installation of the steel grid component of finishing in the mill, inspection component installation accuracy in the installation with after accomplishing ensures the steel grid component with the accurate back in bolt hole location that fishplate 3 is connected, apply certain power in the both sides of steel grid wall will steel grid wall folds up, reduces its area, transports to the job site after the original state of stretching back again, at last will steel grid wall with fishplate 3 passes through bight connected node 6 with limit connected node 7 links to each other.
The external frame of the structure can be made of square timber or standard timber by using a wood frame in areas rich in forest resources besides a steel frame. The beam and column members of the external frame are assembled on site after being prefabricated in a factory, and the beam and column connecting node form of the external frame can be flexibly selected according to different structural earthquake-resistant requirements, for example, the beam and column connecting nodes of a high-rise building are connected by rigid connection, and the beam and column connecting nodes of a low-rise multi-storey village and town residential building can be connected by hinging.
The fishplate is a strip steel plate.
The bar steel members forming the internal grid wall are arranged on two sides of the fishplate, and for resisting the circulating horizontal load, the bar steel members on the two sides are arranged in the same form and in opposite directions.
The components forming the internal grid wall can adopt strip steel plates, strip wood plates or raw bamboo components to form wood grid components or bamboo grid components, and the connection mode of the cross nodes is consistent with that of the strip steel components.
The steel frame can adopt H-shaped steel beams, square steel tubes, steel tube concrete members and the like, and the wood frame can adopt square wood, round wood and other members.
The invention has the advantages and positive effects that:
1) the components of the telescopic assembly type grid wall structure system convenient for transportation, installation and construction are processed and assembled in a factory, and the positioning of the components, the connection and the bolt holes can be directly completed in the assembling process, so that the processing precision of the grid wall is improved, and the problem that the assembly is difficult in a construction site is solved;
2) a scalable assembled grid wall structure system convenient to transport and install and construct can be folded after being assembled in a factory, compared with a whole steel plate wall or an engineering wood plate wall member, the folded assembled grid wall has small occupied area and is convenient to hoist and transport;
3) a scalable assembled grid wall structure system convenient for transportation and installation construction is a highly assembled structure system, and is connected by bolts as much as possible, so that the problem of unstable welding quality caused by the fact that the site welding of steel members is easily influenced by the external environment and the construction experience of workers is solved;
4) the grid wall in the telescopic assembly type grid wall structure system convenient for transportation, installation and construction is a side tension resistant belt pre-selected under horizontal load, so that the problem of noise generated in the process of forming a tension belt by a steel plate wall is avoided, and the comfort level of a house is improved;
5) the grid wall in the telescopic assembly type grid wall structure system convenient to transport, install and construct can be made of steel, wood or bamboo, is suitable for high-rise buildings and low-rise buildings, is suitable for industrially developed areas and underdeveloped areas rich in wood and bamboo resources, and has high adaptability.
Drawings
FIG. 1 is an elevation view of a steel frame-steel lattice wall (2 steel bar members on one side) according to the present invention;
FIG. 2 is an isometric view of the steel frame-steel grid wall (2 steel members on one side) fishplates and retractable grid wall of the present invention;
FIG. 3 is a plan view of the grid wall of 2 steel bar members on one side in a stretching state;
FIG. 4 is a plan view of a closed state of the grid wall with 2 steel bar members on one side of the grid wall;
FIG. 5 is an elevation view of the steel frame-steel lattice wall (3 steel bar members on one side) of the present invention;
FIG. 6 is an isometric view of the steel frame-steel grid wall (3 steel bar members on one side) fishplates and retractable grid wall of the present invention;
FIG. 7 is a plan view of the single-side 3 strip-shaped steel member lattice wall in a stretched state;
FIG. 8 is a plan view of a closed state of a grid wall with 3 steel bar members on one side of the invention;
FIG. 9 is a schematic view of a grid wall member corner node of the present invention;
FIG. 10 is a plan view of the grid wall member corner node bolt of the present invention;
FIG. 11 is a schematic view of an edge node of a grid wall member according to the present invention;
FIG. 12 is a plan view of the edge node bolts of the grid wall member of the present invention;
FIG. 13 is a schematic view of a grid wall member cross node of the present invention;
FIG. 14 is a plan view of a cross node bolt of the grid wall member of the present invention;
FIG. 15 is an isometric view of cross node bolts of a grid wall member of the present invention;
fig. 16 is a structural view of a cross node part of the grid wall member of the present invention.
In the figure: 1 is a steel frame beam, 2 is a steel frame column, 3 is a fishplate, 4 is a steel member on one side, 4-1 to 4-3 are the numbers of the steel member on one side, 5 is a steel member on the other side, 5-1 to 5-3 are the numbers of the steel member on the other side, 6 is a corner connecting node of the steel member and the fishplate, 7 is a side connecting node of the steel member and the fishplate, 8 is a steel member cross-connecting node, 9 is a bolt at the corner connecting node, 10 is a bolt at the side connecting node, 11 is a bolt at the cross-connecting node, 12 is a bolt, 13 is a steel washer, 14 is a nut, d is a steel frame column, 3 is a fishplate, 4 is a steel member on one side, 4-1 to 4-3 is a corner connecting node of the steel member and the fishplate, 7 is a side connecting node of the steel member and the fishplate, 8 is a steel member cross-connecting node, 9 is a bolt at the corner connecting node, 10 is a bolt at the corner connecting node, 11 is a bolt at the cross-connecting node, 12 is a bolt at the steel washer, 13 is a nut, and a nut are arranged on the other side steel frame column, and a steel frame column, a fish plate1Connecting the joint between nut and nut at the corner, d2Connecting the pitch of the node nut to the nut at the edge, d3For cross-connecting the pitch, t, of the node nutsZThickness of one side steel member, tyThickness of fishplate, tfThickness of the steel member on the other side, dqFor packing ring length, A, C is 2 bar steel member net wall limit connected node of unilateral, B, D is 2 bar steel member net wall cross connected node of unilateral, E, F, G, H is 2 bar steel member net wall bight connected node of unilateral, I, J, K, L is 3 bar steel member net wall limit connected node of unilateral, M, N, P, Q is 3 bar steel member net wall bight connected node of unilateral, R, S, T, U, O unilateral 3 bar steel member net wall cross connected node.
Detailed Description
In order to further understand the contents, features and effects of the present invention, the following embodiments are illustrated and described in detail with reference to the accompanying drawings:
referring to fig. 1 to 16, a telescopic assembled lattice wall structure system for easy transportation and installation construction is composed of an external steel frame consisting of steel frame beams 1 and steel frame columns 2, a fishplate 3, and lattice walls consisting of two side steel members 4 and 5, wherein the external steel frame is welded to the fishplate 3, the fishplate 3 is bolted to the lattice walls, and the lattice walls are connected by cross joints.
Example 1:
when a retractable net wall unilateral bar steel member quantity is the even number (use 2 bar steel members of unilateral as an example) convenient to transportation and construction, as shown in fig. 3, 2 bar steel member net wall members of unilateral with fishplate 3 passes through in corner node E, F, G, H bolt 9 links to each other, 2 bar steel member net wall members of unilateral with fishplate 3 passes through in limit node A, C bolt 10 links to each other, 2 bar steel member net wall of unilateral are by 2 one side steel member 4 and 2 opposite side steel member 5 intercrossing constitute, both sides steel member is in crossing node B, D department and passes through bolt 11 links to each other. After finishing the processing and drilling of the strip-shaped steel components according to the design size in a factory, assembling 4 strip-shaped steel components, wherein the side node A, C is used for temporarily placing a steel gasket with the same length and the same thickness as the fishplate 3 between the 2 strip-shaped steel components connected with the side node, the cross node B, D is also used for placing a steel gasket with the same length and the same thickness as the fishplate 3 between the 2 strip-shaped steel components connected with the cross node B, D, then fixing the 4 strip-shaped steel components at the four nodes of A, B, C, D by bolts to finish the assembly of the grid wall of the 2 strip-shaped steel components on one side, measuring the size and the bolt hole positions of the internal grid wall after the assembly is finished, and applying a pair of steel gaskets with the same size and the same size at the node B, D on the basis of a parallelogram formed by the four nodes of A, B, C, D after the completion of the error is confirmed, The inner grid wall is closed by the opposite forces, and a schematic view of the closed state of the grid wall with the 2 steel bar members on one side is shown in fig. 4. And (3) after the folded single-side 2-strip-shaped steel component grid wall is transported to a construction site, stretching and unfolding the folded single-side 2-strip-shaped steel component grid wall to a designed size, removing the steel gasket temporarily placed at the side node A, C, and completing the bolt fixing of the side node A, C and the corner node E, F, G, H on the fishplate to complete the installation.
The grid wall with the number of the unilateral strip-shaped steel members being two can be designed and constructed by referring to the unilateral 2 strip-shaped steel member grid walls.
Example 2:
when the number of the telescopic grid wall single-side strip steel members convenient for transportation and construction is singular (taking 3 single-side strip steel members as an example), as shown in fig. 7, the 3 single-side strip steel member grid wall members and the fishplate 3 are connected at corner nodes M, N, P, Q through the bolts 9, the 3 single-side strip steel member grid wall members and the fishplate 3 are connected at side nodes I, J, K, L through the bolts 10, the 3 single-side strip steel member grid wall is formed by reversely and crossly placing 5-1, 5-2, 5-3 one-side steel members and 4-1, 4-2 and 4-3 other-side steel members, the 5-1, 5-2 and 5-3 steel members and the 4-1, 4-2 and 4-3 steel members at cross nodes R, S, T, U, O are connected by the bolt 11. After finishing the processing and drilling of the strip-shaped steel members according to the design size in a factory, assembling 6 strip-shaped steel members, wherein a steel washer with the same length as the thickness of the fishplate 3 is temporarily placed between 2 strip-shaped steel members connected by the edge node I, J, K, L, a steel washer with the same length as the thickness of the fishplate 3 is also placed between 2 strip-shaped steel members connected by the cross node R, S, T, U, O, and then the 6 strip-shaped steel members are fixed by bolts at 9 nodes of I, J, K, L, R, S, T, U, O and the like, so that the assembly of the grid wall member with 3 strip-shaped steel members on one side is finished. Measuring the size of the assembled single-side 3-bar-shaped steel component grid wall, after confirming that the installation size is correct, folding the single-side 3-bar-shaped steel component grid wall on the basis of the parallelogram formed by the I, J, K, L four nodes, rotating the other components along with the same, and finally folding the single-side 3-bar-shaped steel component grid wall as shown in fig. 8. Follow-up transportation, demolish interim packing ring, stretch to design size and accomplish operations such as installation with 2 bar steel member net walls on one side are unanimous, no longer give consideration to repeatedly.
The grid wall with the odd number of the single-side strip-shaped steel members can be designed and constructed by referring to the single-side 3 strip-shaped steel member grid walls.
The utility model provides a scalable assembled grid wall structure system convenient to transportation and construction installation as an assembled structure system, the problem of the transportation difficulty of having avoided on-the-spot welding quality unstable and the great result in of monoblock steel sheet wall or engineering wood shear force wall size, when having continued the good anti side ability of grid wall, the problem that the job site that has solved the grid wall structure and has leaded to because the machining precision is not enough is difficult to assemble, all have good adaptability to the structural style of various heights, be favorable to the using widely of assembled steel structure.
Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to the above-described embodiments, which are merely illustrative and not restrictive, and those skilled in the art can make many modifications without departing from the spirit and scope of the present invention as defined in the appended claims.
Claims (2)
1. A retractable assembly type grid wall structure system convenient for transportation, installation and construction is characterized by comprising an external framework, a fishplate and an internal retractable grid wall.
The realization mode of the internal telescopic grid wall is mainly that bolts are arranged at each cross connection position inside the grid wall for rotatable hinged connection, and the parallelogram formed inside the grid telescopic grid wall component is utilized for stretching and folding the whole wall body.
And at the cross joint in the grid wall, a steel washer with the length consistent with the thickness of the fishplate is required to be arranged between the strip-shaped members in two directions, and a nut at the bolt connection position of the cross joint penetrates through the steel washer, so that the purpose that the size of the grid wall in the thickness direction is kept unchanged in the process from the completion of factory assembly to the completion of installation in a construction site is achieved, and the grid wall is convenient to position.
The inside net wall with the connected node of fishplate divide into bight connected node and limit connected node according to the difference of position, bight connected node passes through bolted connection the strip component of fishplate and a direction, the limit node passes through bolted connection the fishplate and the strip component of two directions.
Inside scalable net wall is fixed a position, is punched at the mill the cross node with the connection of side node is accomplished at the mill according to design size promptly inside scalable net wall's equipment is accomplished and inside scalable net wall with the location of fishplate connected node bolt hole, then folds inside scalable net wall and transports to the job site, accomplishes being connected with peripheral frame after stretching it to design size.
2. A collapsible fabricated cellular wall structure system according to claim 1, wherein the outer frame may be a steel frame or a timber frame and the inner cellular wall may be formed from strip steel members or from strip gauge wood or timber members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111206044.6A CN113737954A (en) | 2021-10-14 | 2021-10-14 | Scalable assembled net wall structure system convenient to transportation and construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111206044.6A CN113737954A (en) | 2021-10-14 | 2021-10-14 | Scalable assembled net wall structure system convenient to transportation and construction |
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| CN113737954A true CN113737954A (en) | 2021-12-03 |
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| CN202111206044.6A Pending CN113737954A (en) | 2021-10-14 | 2021-10-14 | Scalable assembled net wall structure system convenient to transportation and construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309262A (en) * | 2021-04-30 | 2021-08-27 | 江苏建筑职业技术学院 | Safety sound-proof and fireproof assembled partition wall and construction process |
| CN114197697A (en) * | 2021-12-31 | 2022-03-18 | 广东中都建筑集团有限公司 | Scalable assembled net wall structure system convenient to transportation and construction |
-
2021
- 2021-10-14 CN CN202111206044.6A patent/CN113737954A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309262A (en) * | 2021-04-30 | 2021-08-27 | 江苏建筑职业技术学院 | Safety sound-proof and fireproof assembled partition wall and construction process |
| CN114197697A (en) * | 2021-12-31 | 2022-03-18 | 广东中都建筑集团有限公司 | Scalable assembled net wall structure system convenient to transportation and construction |
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