CN105971113A - Composite structure building system of multi-cavity steel plate shear wall - Google Patents
Composite structure building system of multi-cavity steel plate shear wall Download PDFInfo
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- CN105971113A CN105971113A CN201610523383.XA CN201610523383A CN105971113A CN 105971113 A CN105971113 A CN 105971113A CN 201610523383 A CN201610523383 A CN 201610523383A CN 105971113 A CN105971113 A CN 105971113A
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- wall
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- shear force
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
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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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention relates to a structure building system, in particular to a composite structure building system of a multi-cavity steel plate shear wall, and belongs to the field of steel structures. The composite structure building system of the multi-cavity steel plate shear wall comprises a structure system, a floor bearing plate system and a wallboard system which are spliced in a matched mode. The composite structure building system of the multi-cavity steel plate shear wall is compact in structure and improves assembly precision, assembly efficiency and product grade.
Description
Technical field
The present invention relates to a kind of structure building system, particularly relate to a kind of Multicarity steel plate shear force wall combinative structure building system, belong to field of steel structure.
Background technology
China's iron and steel output is superfluous, provides the raw material deposit of abundance for construction(al)steel.Novel steel structure technique starts to obtain paying attention to the most widely and developmental research in China.The startup stage that the most domestic research to novel system having been enter into comprehensive, various places building industry plays an active part in research and puts into practice, and has had a collection of Demonstration Construction project and scientific and technological achievement.At present, domestic xoncrete structure needs to use substantial amounts of cement, causes great amount of carbon dioxide to discharge, simultaneously need to a large amount of reinforcing bar binding and on-the-spot formwork etc., is unfavorable for prefabricated construction.And at present in steel structure technique, can be divided mainly into lightgage steel joist system, steel frame system, bracing members frame system, steel frame concrete shear wall system, steel frame Core Walls Structure system etc., said structure system exists building height restriction, building plane layout's very flexible, and structural steel amount is big, the shortcomings such as cost of manufacture is high, and supporting retaining design is backward and energy consumption is excessive.
Summary of the invention
The present invention mainly solves the deficiencies in the prior art, it is provided that a kind of compact conformation, is beneficial to promote novel industrialized building, low-carbon environment-friendly, a kind of Multicarity steel plate shear force wall combinative structure building system that economic performance is good.
The above-mentioned technical problem of the present invention is mainly addressed by following technical proposals:
A kind of Multicarity steel plate shear force wall combinative structure building system,
Including structural system, floor support plate system and panel wall system, structural system, floor support plate system and panel wall system are that matching type is assembled；
Structural system is Multicarity steel plate shear force wall wall or truss-like Multicarity steel plate shear force wall；
Floor support plate system is steel bar truss floor support plate or precast concrete superimposed sheet；
Panel wall system is made up of interior wall system and external wall system；
Interior wall system is the one in lightweight composite strip plate, steam pressurization concrete slab or masonry；
External wall system is the one in heat preservation decoration integrative exterior wall assembly, fiber cement board composite exterior wall assembly, assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly, lightgage steel joist grout wall.
As preferably, the one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of Multicarity steel plate shear force wall wall；
The one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of truss-like Multicarity steel plate shear force wall.
As preferably, steel bar truss floor support plate includes some bed dies being distributed in sequential like, the top of bed die is provided with three longitudinal reinforcements being distributed in triangular shape, three longitudinal reinforcements form longitudinal reinforcement frame, the two side of longitudinal reinforcement frame is respectively equipped with web member reinforcing bar, the curvilinear distribution of web member reinforcing bar, is provided with concrete in the top of bed die, longitudinal reinforcement frame, web member reinforcing bar.
As preferably, lightweight composite strip plate includes fiber cement board, fiber cement board form strip casing, is provided with EPS slurry in strip casing, and one end of strip casing is provided with inner groovy, and the other end of strip casing is provided with the outer projection matched with inner groovy；Interior wall system is the most assembled by some lightweight composite strip plates.
As preferably, heat preservation decoration integrative exterior wall assembly includes some steel skeletons, and steel skeleton is located at the outer wall of interior wall system, and the outer wall of steel skeleton is provided with some square tube reinforcing bars, the outer wall of square tube reinforcing bar is provided with some decorative surface effect fiber cement boards, and adjacent belts finishing effect fiber cement board is in splicing shape distribution.
As preferably, the outer wall of interior wall system is provided with three steel skeletons being evenly distributed, and square tube reinforcing bar is bolted with steel skeleton, and decorative surface effect fiber cement board is fixed by some rivets with square tube reinforcing bar.
As preferably, with structural system or interior wall system as foundation wall, fiber cement board composite exterior wall assembly includes the adiabator layer being located at foundation wall outer wall, and the outer wall of adiabator layer is provided with some lightgage steel joists, and the outer wall of some lightgage steel joists is provided with plug-in fiber cement board.
As preferably, being provided with Os Draconis fixed mount in adiabator layer, lightgage steel joist is fixed by Os Draconis fixed mount.
As preferably, assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly includes external-wall heat-insulation material layer, external-wall heat-insulation material layer is provided with some exterior wall lightgage steel joists, the inwall of external-wall heat-insulation material layer is provided with internal decorative layer, the outer wall of external-wall heat-insulation material layer is provided with steam pressurization concrete slab, the outer wall of steam pressurization concrete slab is provided with steel wire steel cement sand bed, and the outer wall of steel wire steel cement sand bed is provided with facing outside plate.
This structure: use Multicarity steel plate shear force wall combinative structure with select into novel go along with sb. to guard him the scheme that supporting technology combines, structurally by steel and concrete optimum combination, preferably play steel high-strength light, advantage that concrete stiffness is big, avoiding the shortcoming that steel beam column poor stability, Brittleness of Concrete and Stiffness Deterioration are fast, the novel supporting technology of going along with sb. to guard him entered by choosing on going along with sb. to guard him changes the looks that steel building enclosing Technique falls behind.
Multicarity steel plate shear force wall uses industrial production line to produce, and improves production efficiency and the quality of production.Multicarity steel plate shear force wall, owing to by steel and concrete optimum organization, improve structure tension performance, increases room span, makes building plane layout's more motility.The floor and the panel wall system building that match with this system are Modular design, industrialized production, prefabricated construction.Construction timber under this system has the features such as low-carbon environment-friendly, repeatable utilization.
Multicarity steel plate shear force wall: include that multi-cavity casing, the inwall of described multi-cavity casing are provided with shearing-resistant member, be provided with concrete in described multi-cavity casing, be provided with ribs assembly in described multi-cavity casing.
Truss-like Multicarity steel plate shear force wall: include multi-cavity casing, the inwall of described multi-cavity casing is provided with at least one component truss, is provided with concrete in described multi-cavity casing, and multi-cavity casing is assembled by some steel plates, by groove solder design between steel plate, homonymy steel plate is same level EDS maps.
Multicarity steel plate shear force wall and truss-like Multicarity steel plate shear force wall can carry out structural grouping according to purposes and demand, and the structure change in multi-cavity casing does not limits.
Lightgage steel joist grout wall is using lightgage steel joist as skeleton, and both sides cover fibre cement flat board, and water the combined wall that EPS slurry is formed in cavity.
Have the beneficial effect that:
1, dead load is light, anti-seismic performance good, and structure manufacture is easy, quick construction, reduces environmental pollution, improves living environment, good in economic efficiency.
2, the spaced apart of building function is flexible and changeable, and beneficially building function uses.
3, structural elements industrialized production, prefabricated construction, efficiently construct, quality assurance.
4, floor use reinforcing bar and frame floor support plate, can significantly the reduction of erection time, economize on resources and invest, and simple waste material of constructing is few, and environmental pollution is few.
5, the body of wall such as heat preservation decoration integrative exterior wall, fiber cement board composite exterior wall, assembled steam-pressing aero-concrete light steel composite thermal-insulating wall, lightgage steel joist grout wall is green environment-friendly building materials, high-strength light, the advantage such as insulation, waterproof fireproofing, acoustic insulation shock-proof.
The present invention provides a kind of Multicarity steel plate shear force wall combinative structure building system, compact conformation, promotes assembly precision, improves efficiency of assembling, improving product class.
Accompanying drawing explanation
Fig. 1 is the floor map of the present invention；
Fig. 2 is the present invention and H profile steel beam or the attachment structure schematic diagram of casing girder steel；
Fig. 3 is the perspective view of steel bar truss floor support plate in the present invention；
Fig. 4 is the sectional structure schematic diagram of Fig. 3；
Fig. 5 is the structural representation of heat preservation decoration integrative exterior wall assembly in the present invention；
Fig. 6 is the sectional structure schematic diagram of Fig. 5；
Fig. 7 is the structural representation of fiber cement board composite exterior wall assembly in the present invention；
Fig. 8 is the structural representation of assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly in the present invention；
Fig. 9 is the structural representation of lightweight composite strip plate in the present invention；
Figure 10 is the sectional structure schematic diagram of lightweight composite strip plate in the present invention；
Figure 11 is the structural representation of steam pressurization concrete slab in the present invention；
Figure 12 is the structural representation of masonry in the present invention；
Figure 13 is the structural representation of Multicarity steel plate shear force wall wall in the present invention；
Figure 14 is the structural representation of truss-like Multicarity steel plate shear force wall in the present invention.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, technical scheme is described in further detail.
Embodiment 1: as shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, Figure 12, Figure 13 and Figure 14, a kind of Multicarity steel plate shear force wall combinative structure building system, including structural system 1, floor support plate system and panel wall system 2, structural system 1, floor support plate system and panel wall system 2 are assembled in matching type；
Structural system 1 is Multicarity steel plate shear force wall wall or truss-like Multicarity steel plate shear force wall；
Floor support plate system is steel bar truss floor support plate or precast concrete superimposed sheet；
Panel wall system 2 is made up of interior wall system and external wall system；
Interior wall system is the one in lightweight composite strip plate, steam pressurization concrete slab or masonry；
External wall system is the one in heat preservation decoration integrative exterior wall assembly, fiber cement board composite exterior wall assembly, assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly, lightgage steel joist grout wall.
The one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of Multicarity steel plate shear force wall wall；
The one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of truss-like Multicarity steel plate shear force wall.
Steel bar truss floor support plate includes some bed dies 3 being distributed in sequential like, the top of bed die 3 is provided with three longitudinal reinforcements 4 being distributed in triangular shape, three longitudinal reinforcements 4 form longitudinal reinforcement frame, the two side of longitudinal reinforcement frame is respectively equipped with web member reinforcing bar 5, the curvilinear distribution of web member reinforcing bar 5, is provided with concrete 6 in the top of bed die 3, longitudinal reinforcement frame, web member reinforcing bar 5.
Lightweight composite strip plate includes fiber cement board 7, fiber cement board 7 form strip casing, is provided with EPS slurry 8 in strip casing, and one end of strip casing is provided with inner groovy 9, and the other end of strip casing is provided with the outer projection 10 matched with inner groovy 9；Interior wall system is the most assembled by some lightweight composite strip plates.
Heat preservation decoration integrative exterior wall assembly includes some steel skeletons 11, steel skeleton 11 is located at the outer wall of interior wall system, the outer wall of steel skeleton 11 is provided with some square tube reinforcing bars 12, the outer wall of square tube reinforcing bar 12 is provided with some decorative surface effect fiber cement boards 13, and adjacent belts finishing effect fiber cement board 13 is in splicing shape distribution.
The outer wall of interior wall system is provided with three steel skeletons being evenly distributed 11, and square tube reinforcing bar 12 is fixed by bolt 14 with steel skeleton 11, and decorative surface effect fiber cement board 13 is fixed by some rivets 15 with square tube reinforcing bar 12.
With structural system 1 or interior wall system as foundation wall, fiber cement board composite exterior wall assembly includes the adiabator layer 16 being located at foundation wall outer wall, and the outer wall of adiabator layer 16 is provided with some lightgage steel joists 17, and the outer wall of some lightgage steel joists 17 is provided with plug-in fiber cement board 18.
Being provided with Os Draconis fixed mount 19 in adiabator layer 16, lightgage steel joist 17 is fixed by Os Draconis fixed mount 19.
Assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly includes external-wall heat-insulation material layer 20, external-wall heat-insulation material layer 20 is provided with some exterior wall lightgage steel joists 21, the inwall of external-wall heat-insulation material layer 20 is provided with internal decorative layer 22, the outer wall of external-wall heat-insulation material layer 20 is provided with steam pressurization concrete slab 23, the outer wall of steam pressurization concrete slab 23 is provided with steel wire steel cement sand bed 24, and the outer wall of steel wire steel cement sand bed 24 is provided with facing outside plate 25.
Claims (9)
1. a Multicarity steel plate shear force wall combinative structure building system, it is characterised in that:
Including structural system (1), floor support plate system and panel wall system (2), structural system (1), floor support plate system and panel wall system (2) are assembled in matching type；
Structural system (1) is Multicarity steel plate shear force wall wall or truss-like Multicarity steel plate shear force wall；
Floor support plate system is steel bar truss floor support plate or precast concrete superimposed sheet；
Panel wall system (2) is made up of interior wall system and external wall system；
Interior wall system is the one in lightweight composite strip plate, steam pressurization concrete slab or masonry；
External wall system is the one in heat preservation decoration integrative exterior wall assembly, fiber cement board composite exterior wall assembly, assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly, lightgage steel joist grout wall.
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterised in that: the one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of Multicarity steel plate shear force wall wall；
The one being shaped as in " one " shape, or " L " shape, " T " shape, " ten " shape of truss-like Multicarity steel plate shear force wall.
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterized in that: steel bar truss floor support plate includes some bed dies (3) being distributed in sequential like, the top of bed die (3) is provided with three longitudinal reinforcements (4) being distributed in triangular shape, three longitudinal reinforcements (4) form longitudinal reinforcement frame, the two side of longitudinal reinforcement frame is respectively equipped with web member reinforcing bar (5), web member reinforcing bar (5) curvilinear distribution, is provided with concrete (6) in the top of bed die (3), longitudinal reinforcement frame, web member reinforcing bar (5).
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterized in that: lightweight composite strip plate includes fiber cement board (7), strip casing is formed by fiber cement board (7), strip casing is provided with EPS slurry (8), one end of strip casing is provided with inner groovy (9), and the other end of strip casing is provided with the outer projection (10) matched with inner groovy (9)；Interior wall system is the most assembled by some lightweight composite strip plates.
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterized in that: heat preservation decoration integrative exterior wall assembly includes some steel skeletons (11), steel skeleton (11) is located at the outer wall of interior wall system, the outer wall of steel skeleton (11) is provided with some square tube reinforcing bars (12), the outer wall of square tube reinforcing bar (12) is provided with some decorative surfaces effect fiber cement board (13), and adjacent belts finishing effect fiber cement board (13) is in splicing shape distribution.
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 5, it is characterized in that: the outer wall of interior wall system is provided with three steel skeletons being evenly distributed (11), square tube reinforcing bar (12) is fixed by bolt (14) with steel skeleton (11), and decorative surface effect fiber cement board (13) is fixed by some rivets (15) with square tube reinforcing bar (12).
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterized in that: with structural system (1) or interior wall system as foundation wall, fiber cement board composite exterior wall assembly includes the adiabator layer (16) being located at foundation wall outer wall, the outer wall of adiabator layer (16) is provided with some lightgage steel joists (17), and the outer wall of some lightgage steel joists (17) is provided with plug-in fiber cement board (18).
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 7, it is characterised in that: being provided with Os Draconis fixed mount (19) in adiabator layer (16), lightgage steel joist (17) is fixed by Os Draconis fixed mount (19).
A kind of Multicarity steel plate shear force wall combinative structure building system the most according to claim 1, it is characterized in that: assembled steam-pressing aero-concrete light steel composite heat insulating wall assembly includes external-wall heat-insulation material layer (20), external-wall heat-insulation material layer (20) is provided with some exterior wall lightgage steel joists (21), the inwall of external-wall heat-insulation material layer (20) is provided with internal decorative layer (22), the outer wall of external-wall heat-insulation material layer (20) is provided with steam pressurization concrete slab (23), the outer wall of steam pressurization concrete slab (23) is provided with steel wire steel cement sand bed (24), the outer wall of steel wire steel cement sand bed (24) is provided with facing outside plate (25).
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0757137A1 (en) * | 1995-08-01 | 1997-02-05 | Willibald Fischer | Formwork |
| CN200940299Y (en) * | 2006-06-02 | 2007-08-29 | 浙江杭萧钢构股份有限公司 | Light-weight grouting exposed wall |
| CN101545311A (en) * | 2009-04-02 | 2009-09-30 | 沈英 | Mounting structure for dry-hanging keel of cement fiberboard external wall system |
| CN201649366U (en) * | 2010-02-10 | 2010-11-24 | 浙江杭萧钢构股份有限公司 | Steel-bar truss concrete grouting wall structure |
| CN103321326A (en) * | 2013-05-20 | 2013-09-25 | 浙江东南网架股份有限公司 | Novel light thermal-insulation external wall and preparation method thereof |
| CN103410244A (en) * | 2013-07-16 | 2013-11-27 | 北京运特科技有限公司 | Heat insulating and decoration integrated integration wall body and manufacturing method |
| CN103437458A (en) * | 2013-09-06 | 2013-12-11 | 南京工业大学 | Precast concrete double-plate shear wall with built-in oblique supports and construction method thereof |
| CN203487665U (en) * | 2013-08-12 | 2014-03-19 | 南京工业大学 | Steel plate precast concrete double-plate shear wall |
| CN203569728U (en) * | 2013-11-26 | 2014-04-30 | 金天德 | Box-shaped steel plate shear wall with internal trusses |
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN203834736U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars |
| CN105178502A (en) * | 2015-06-24 | 2015-12-23 | 浙江东南网架股份有限公司 | Novel light composite batten exterior wall and assembling method thereof |
| CN205839961U (en) * | 2016-07-06 | 2016-12-28 | 浙江东南网架股份有限公司 | A kind of Multicarity steel plate shear force wall combinative structure building system |
-
2016
- 2016-07-06 CN CN201610523383.XA patent/CN105971113B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0757137A1 (en) * | 1995-08-01 | 1997-02-05 | Willibald Fischer | Formwork |
| CN200940299Y (en) * | 2006-06-02 | 2007-08-29 | 浙江杭萧钢构股份有限公司 | Light-weight grouting exposed wall |
| CN101545311A (en) * | 2009-04-02 | 2009-09-30 | 沈英 | Mounting structure for dry-hanging keel of cement fiberboard external wall system |
| CN201649366U (en) * | 2010-02-10 | 2010-11-24 | 浙江杭萧钢构股份有限公司 | Steel-bar truss concrete grouting wall structure |
| CN103321326A (en) * | 2013-05-20 | 2013-09-25 | 浙江东南网架股份有限公司 | Novel light thermal-insulation external wall and preparation method thereof |
| CN103410244A (en) * | 2013-07-16 | 2013-11-27 | 北京运特科技有限公司 | Heat insulating and decoration integrated integration wall body and manufacturing method |
| CN203487665U (en) * | 2013-08-12 | 2014-03-19 | 南京工业大学 | Steel plate precast concrete double-plate shear wall |
| CN103437458A (en) * | 2013-09-06 | 2013-12-11 | 南京工业大学 | Precast concrete double-plate shear wall with built-in oblique supports and construction method thereof |
| CN203569728U (en) * | 2013-11-26 | 2014-04-30 | 金天德 | Box-shaped steel plate shear wall with internal trusses |
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN203834736U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars |
| CN105178502A (en) * | 2015-06-24 | 2015-12-23 | 浙江东南网架股份有限公司 | Novel light composite batten exterior wall and assembling method thereof |
| CN205839961U (en) * | 2016-07-06 | 2016-12-28 | 浙江东南网架股份有限公司 | A kind of Multicarity steel plate shear force wall combinative structure building system |
Non-Patent Citations (1)
| Title |
|---|
| 魏小胜等: "《工程材料》", 30 September 2013 * |
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