CN115387509B - Thin film wall web and assembled thin film wall web combined shear wall structure - Google Patents
Thin film wall web and assembled thin film wall web combined shear wall structure Download PDFInfo
- Publication number
- CN115387509B CN115387509B CN202211316790.5A CN202211316790A CN115387509B CN 115387509 B CN115387509 B CN 115387509B CN 202211316790 A CN202211316790 A CN 202211316790A CN 115387509 B CN115387509 B CN 115387509B
- Authority
- CN
- China
- Prior art keywords
- steel
- wall
- film
- web
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- 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
-
- 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
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/642—Protecting metallic construction elements against corrosion
-
- 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
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- 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
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
Abstract
The utility model provides a film wall abdomen and assembled film wall abdomen combination shear wall structure, includes two half wall abdomen units that the structure is the same, and half wall abdomen unit includes steel skeleton, steel film, vertical steel bar truss and horizontal distribution muscle, the steel film be fixed with the steel skeleton all around and form the flange, the steel skeleton encloses with the steel film and closes the intracavity of pouring that forms an inboard open-ended and pours the chamber, the intracavity of pouring of half wall abdomen unit is fixed with multiunit vertical steel bar truss and many horizontal distribution muscle, be equipped with the hole of pouring that supplies vertical steel bar truss and horizontal distribution muscle to wear out on the flange at the both sides of half wall abdomen unit and the top, the top of vertical steel bar truss vertical steel bar stretches out from the top of half wall abdomen unit, the both ends of horizontal distribution muscle are stretched out from half wall abdomen unit both sides respectively, the flange of two half wall abdomen units corresponds each other and connects and welds wholly, this device is economized in steel quantity, economic nature is good, wholly can all be prefabricated at the mill, on-site assembly degree is higher.
Description
Technical Field
The invention belongs to the field of building structures, and particularly relates to a film wall web and an assembled film wall web combined shear wall structure.
Background
The main structure in the building comprises a concrete structure and a steel structure. The defects of the traditional concrete structure are as follows: the shear wall structure has the advantages that a large amount of manual work is needed on site, wood is applied more in construction, pollution caused by waste water, dust and the like is serious, the concrete structure can provide better lateral force resistance in a shear wall structure system, and the building layout is more flexible; the steel structure is an industrialized building system, and meets the building industrialization standard requirements of standardized design, industrialized manufacturing, assembled construction and information management. The steel structure adopts the prefabricated construction, can practice thrift a large amount of manual works and construction waste material is few in the work progress, and is energy-concerving and environment-protective. However, steel columns in steel structures are mostly rectangular columns, and when the steel columns are applied to houses, convex angles of the steel columns indoors bring inconvenience to building arrangement. Therefore, the existing multiple steel-concrete combined shear wall belly systems have the advantages of flexible layout and good lateral stiffness of the concrete shear wall, and also have the advantages of high industrialization degree of steel structure manufacturing and high construction speed.
Disclosure of Invention
The invention solves the defects of the prior art and provides the film wall web and the assembled film wall web combined shear wall structure which are reasonable in stress, high in construction speed, high in construction efficiency, steel-consumption-saving and low in cost.
In order to achieve the purpose, the invention firstly provides a film wall web, which comprises two half wall web units with the same structure, wherein each half wall web unit comprises a steel framework, a steel film, vertical steel bar trusses and horizontal distribution ribs, the steel framework is fixed on the outer side edges of the periphery of the steel film to form retaining edges, the steel framework and the steel film are enclosed to form a pouring cavity with an inner side opening, a plurality of groups of vertical steel bar trusses and a plurality of horizontal distribution ribs are fixed in the pouring cavity of each half wall web unit, pouring holes for the vertical steel bar trusses and the horizontal distribution ribs to penetrate out are formed in the retaining edges of the two sides and the top of each half wall web unit, the top of the vertical steel bar truss vertical steel bar extends out of the top of each half wall web unit to serve as a first lap joint steel bar, the two ends of each horizontal distribution rib extend out of the two sides of each half wall web unit to serve as a second lap joint steel bar and a third steel bar lap joint, the inner side openings of the two half wall web units are arranged oppositely, and the retaining edges of the two half wall web units are connected and fixed into a whole.
By adopting the structure, the film wall web is divided into two half wall web units with the same structure, the half wall web units are formed by the steel framework and the steel film, and the steel film is greatly reduced in steel consumption compared with the existing steel plate, so that the cost is saved; according to the structure, the vertical steel bar trusses and the horizontal distribution ribs are simultaneously distributed in the film wall web, and the weight of the whole film wall web is reduced while the rigidity of the film wall web is increased by the vertical steel bar trusses, so that the film wall web is more suitable for the process of transporting the film wall web to a construction site for assembly after being prefabricated in a factory; the lap steel bars are arranged on the upper side, the left side and the right side of the structure, so that the connection of the steel columns on the two sides and the top film wall web is facilitated, and the lap steel bars are formed by utilizing vertical steel bar trusses and horizontal distribution ribs which are pre-embedded in the film wall web, so that the integral performance is good, and the lateral force resistance of the wall body after the integral structure is formed is ensured; the whole structure can be prefabricated in a factory, and the field assembly degree is higher.
In this embodiment, each group of vertical steel bar trusses comprises three triangular vertical steel bars and a plurality of oblique steel bars welded between adjacent vertical steel bars and fixedly connected with the three vertical steel bars. The vertical steel bar truss is utilized to ensure that the vertical tension or pressure of the film wall web meets the design requirements, and the weight of the whole film wall web is reduced while the rigidity of the film wall web is increased.
In this embodiment, the steel skeleton includes horizontal flange and vertical flange, horizontal flange and vertical flange are the L type, the steel film welding encloses the rectangle flange middle part of closing the formation at horizontal flange and vertical flange.
In this embodiment, the steel film is a galvanized steel film or the inner and outer sides of the steel film are coated with a layer of anti-corrosive material.
In this embodiment, two half-wall abdomen units include outer side wall abdomen and inboard wall abdomen, the crisscross laying of vertical steel bar truss in the outer side wall abdomen and the vertical steel bar truss in the inboard wall abdomen, the height that highly is greater than the degree of depth of a chamber of pouring, is less than two depths of pouring the chamber of triangle-shaped that vertical steel bar truss cross section formed. Adopt above-mentioned structure, two half wall abdomen units are when connecting, and inside vertical steel bar truss is crisscross to be laid, on the one hand, is easy to assemble, and on the other hand, vertical steel bar truss's highly make the equipment back, and the abdominal vertical steel bar truss of outside wall and inside wall can stretch into the intracavity of pouring of the other side, and outside wall abdomen and inside wall abdomen are assembled the back like this, and the wholeness is better.
In this embodiment, vertical steel bar truss passes through landing leg and steel membrane welded connection, horizontal distribution muscle and steel skeleton and the equal welded connection of vertical steel bar truss.
The invention also comprises an assembled film wall web combined shear wall structure, which comprises the film wall web, and a first square steel column and a second square steel column which are arranged at two ends of the film wall web; the lower-layer film wall web is inserted into the bottom of the upper-layer film wall web through a first lap joint reinforcing steel bar, the lap joint parts of the upper-layer film wall web and the lower-layer film wall web are connected in a welding mode, square holes are formed in lap joint surfaces of the first square steel column, the second square steel column and the film wall web, the second lap joint reinforcing steel bar and the third lap joint reinforcing steel bar on two sides of the film wall web penetrate into the square holes of the first square steel column and the second square steel column respectively, the two sides of the film wall web are connected with the lap joint parts of the first square steel column and the second square steel column in a welding mode, and concrete is filled in pouring cavities of the film wall web, the first square steel column and the second square steel column. Adopt above-mentioned structure, utilize the film wall abdomen, with the film wall abdomen, first side steel column and second side steel column utilize the overlap joint reinforcing bar to assemble each other according to the design requirement, after the equipment is accomplished, utilize pouring hole and the square hole on first side steel column and the second side steel column of pouring on the film wall abdomen to switch on, guarantee to pour the concrete in film wall abdomen, first side steel column and second side steel column and irritate the reality, guaranteed the reliable quality of shear wall structure like this, and save with the steel volume, it is with low costs.
In this embodiment, the top of the first square steel column and the top of the second square steel column are reserved with vertical steel bars, and the first square steel column and the second square steel column are coated with an anticorrosive paint and a thin fireproof paint.
In this embodiment, the first square steel column and/or the second square steel column is L-shaped, T-shaped, or one-type.
By adopting the structure, the structure has the following advantages:
1. the steel consumption is saved, and the method is economical and rapid;
2. the assembly degree on site is higher, and the construction speed is higher;
3. the film wall web combined shear wall component can be prefabricated, assembled and used, the product quality is reliable, and manpower is greatly saved.
In conclusion, the device is composed of the steel skeleton and the steel film, the steel amount of the steel film is greatly reduced compared with that of an existing steel plate, so that the cost is saved, the whole device can be prefabricated in a factory, and the field assembly degree is higher.
Drawings
FIG. 1 is a schematic structural view of a half-wall unit according to the present invention;
FIG. 2 is a schematic view of the structure of the steel skeleton and the steel film of the present invention;
FIG. 3 is an assembled view of a two piece half wall unit of the present invention;
FIG. 4 is a schematic structural diagram of an L-shaped fabricated film web composite shear wall structure according to the present invention;
FIG. 5 is an assembly view of the L-shaped fabricated membrane wall web composite shear wall structure of the present invention;
FIG. 6 is an assembled perspective view of the L-shaped fabricated film web composite shear wall structure of the present invention;
FIG. 7 is a drawing illustrating a process of casting the L-shaped fabricated membrane wall web composite shear wall structure of the present invention;
FIG. 8 is a schematic structural view of a T-shaped fabricated membrane wall web composite shear wall structure according to the present invention;
FIG. 9 is a schematic structural diagram of an I-shaped fabricated membrane wall web composite shear wall structure according to the present invention;
FIG. 10 is a schematic structural diagram of a Z-shaped fabricated membrane wall and web composite shear wall structure according to the present invention;
FIG. 11 is a schematic structural view of a thin film web composite shear wall structure of the present invention;
FIG. 12 is a schematic structural diagram of a groove-type assembled thin film web composite shear wall structure according to the present invention.
In the attached drawings, 2, a first square steel column; 2a, a second square steel column; 3. a film wall web; 3a, outer wall belly; 3b, inner side wall belly; 4. vertical reinforcing steel bars; 5. concrete; 6. a steel skeleton; 6a, transverse flanges; 6b, vertical flanges; 7. a steel film; 8. a vertical steel bar truss; 9. horizontally distributing ribs; 10. vertical dowel bars; 11. a transverse angle iron support; 12. and (4) a pin.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In addition, the technical solutions in the embodiments of the present invention may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination of technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
Example 1:
as shown in fig. 1 to 3, the present invention provides a film wall 3 including two half-wall units with the same structure, each half-wall unit includes a steel frame 6, a steel film 7, a vertical steel bar truss 8 and horizontal distribution ribs 9, the steel frame 6 is a rectangular rib, the length of the steel frame 6 matches the height of a shear wall, and the width can be determined according to the construction condition, in this embodiment, the steel film 7 adopts a galvanized steel film to prevent rust, and certainly, the steel film 7 can be coated with an anticorrosive paint to realize rust prevention, the vertical steel bar truss 8 and the horizontal distribution ribs 9 are vertically arranged, the steel film 7 is fixed on an opening on the outer side of the steel frame 6 to seal the opening on the outer side of the steel frame 6, the steel frame 6 and the steel film 7 enclose to form a casting cavity with an opening on the inner side, the semi-wall web unit is characterized in that a plurality of groups of vertical steel bar trusses 8 arranged in the horizontal direction and a plurality of horizontal distribution ribs 9 arranged in the vertical direction are fixed in a pouring cavity of the semi-wall web unit, a plurality of pouring holes for the vertical steel bar trusses 8 and the horizontal distribution ribs 9 to penetrate out are formed in flanges at two sides and the top of the semi-wall web unit, the pouring holes are arranged in the length direction of the flanges, the pouring holes are long-strip-shaped holes, the vertical steel bar trusses 8 and the horizontal distribution ribs 9 can conveniently penetrate out, the top of each vertical steel bar truss 8 stretches out from the semi-wall web unit to serve as first lap-joint steel bars, two ends of each horizontal distribution rib 9 stretch out from two sides of the semi-wall web unit to serve as second lap-joint steel bars and third lap-joint steel bars, inner side openings of the two semi-wall web units are arranged relatively, and the flanges of the two semi-wall web units are connected correspondingly and welded into a whole.
Every vertical steel bar truss 8 of group includes three vertical steel bars 4 that are triangle-shaped and welds between adjacent vertical steel bar 4, with three vertical steel bar 4 fixed connection's many diagonal bars, and the height of the triangle-shaped of 8 cross sections of vertical steel bar truss formation is greater than the degree of depth of a cavity of pouring, is less than two the degree of depth of pouring the cavity.
The two half-wall web units comprise an outer side wall web 3a and an inner side wall web 3b, vertical steel bar trusses in the outer side wall web 3a and vertical steel bar trusses in the inner side wall web 3b are arranged in a staggered mode, the vertical steel bar trusses 8 are connected with the steel film 7 in a welding mode through supporting legs, and the horizontal distribution ribs 9 are connected with the steel framework 6 and the vertical steel bar trusses 8 in a welding mode; during actual construction, the landing leg of the vertical steel bar truss 8 is connected with the steel film 7 through spot welding, the steel film 7 is laid on the steel framework 6, the steel film 7 and the steel framework 6 are connected together through intermittent welding, then the horizontal distribution ribs 9 are arranged, the horizontal distribution ribs are respectively connected with the steel framework 6 and the vertical steel bar truss 8 through spot welding, and the welding spot interval of welding is not more than 600mm.
The steel skeleton 6 comprises a transverse rib 6a and a vertical rib 6b, the transverse rib 6a and the vertical rib 6b are L-shaped in the embodiment, and the steel film 7 is welded in the middle of the rectangular rib formed by enclosing the transverse rib 6a and the vertical rib 6 b.
Example 2:
as shown in fig. 4-7, the present invention further includes an assembled film wall shear wall structure, which uses the film wall 3, and further includes a first square steel column 2 and a second square steel column 2a disposed at two ends of the film wall 3; the film wall web 3 of lower floor inserts the film wall web 3 bottom on upper strata through first overlap joint reinforcing bar to 3 overlap joint positions welded connection of film wall web of upper and lower floor, seted up the square hole on first party steel column 2 and second square steel column 2a and the 3 overlap joint of film wall web, the second overlap joint reinforcing bar and the third overlap joint reinforcing bar of 3 both sides of film wall web pass respectively to insert in the square hole of first party steel column 2 and second square steel column 2a, and pass through welded connection with 3 both sides of film wall web and first party steel column 2 and second square steel column 2a overlap joint position. And (3) transporting the prefabricated assembled film wall web combined shear wall to a construction site, and pouring concrete 5 into the upper part of the wall body after the prefabricated assembled film wall web combined shear wall is assembled, so as to form the final assembled film wall web combined shear wall 1. Before concrete 5 is poured on site, a plurality of temporary transverse angle iron supports 11 are uniformly distributed on the inner side and the outer side of the film wall 3 to prevent the steel film 7 from deforming too much, and two ends of each transverse angle iron support 11 are respectively fixed on the first square steel column 2 and the second square steel column 2 a.
The first square steel column 2 and the second square steel column 2a are coated with anticorrosive paint and thin fireproof paint. The sizes of the square holes of the first square steel column 2 and the second square steel column 2a enable the second lapped steel bars and the third lapped steel bars to be inserted into the square holes, the distance between the second lapped steel bars and the periphery of the square holes is not smaller than 1cm, and the length of the first square steel column 2 and the length of the second square steel column 2a along the wall direction are matched with the length of the second lapped steel bars and the length of the third lapped steel bars.
Vertical joint bars 10 are reserved at the tops of the first square steel column 2 and the second square steel column 2a, and the vertical joint bars 10 facilitate better connection of joints of new and old concrete.
In this embodiment, the first square steel column 2 and/or the second square steel column 2a are L-shaped, T-shaped, or straight, so as to form an L-shaped assembled film wall and web combined shear wall structure shown in fig. 4, a T-shaped assembled film wall combined shear wall structure shown in fig. 8, a Z-shaped assembled film wall combined shear wall structure shown in fig. 10, an i-shaped assembled film wall combined shear wall structure shown in fig. 9, a groove-shaped assembled film wall combined shear wall structure shown in fig. 12, or a straight-line-shaped assembled film wall combined shear wall structure shown in fig. 11. The studs 12 are uniformly arranged in the parts, far away from the thin film wall belly 3, of the first square steel column 2 and the second square steel column 2a along the height direction, and the integrity of the steel columns and concrete is increased through the studs 12.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, and all equivalent structural changes made by using the contents of the present specification and the drawings, or any other related technical fields directly/indirectly applied to the present invention are included in the scope of the present invention.
Claims (10)
1. A film web, comprising: including two half-wall abdomen units that the structure is the same, half-wall abdomen unit includes steel skeleton (6), steel membrane (7), vertical steel bar truss (8) and horizontal distribution muscle (9), steel skeleton (6) are fixed and are formed the flange on steel membrane (7) outside limit all around, steel skeleton (6) enclose with steel membrane (7) and close the chamber of pouring that forms an inboard open-ended, the intracavity of pouring of half-wall abdomen unit is fixed with multiunit vertical steel bar truss (8) and many horizontal distribution muscle (9), be equipped with the hole of pouring that supplies vertical steel bar truss (8) and horizontal distribution muscle (9) to wear out on the flange at the both sides of half-wall abdomen unit and top, the top of vertical steel bar truss (8) stretches out as first overlap joint reinforcing bar from the top of half-wall abdomen unit, the both ends of horizontal distribution muscle (9) stretch out as second overlap joint reinforcing bar and third overlap joint reinforcing bar from half-wall abdomen unit both sides respectively, and the inboard opening of two half-wall abdomen units is laid relatively, and the flange corresponds each other and connects and fixes into whole.
2. The membrane wall panel of claim 1, wherein: each group of vertical steel bar trusses (8) comprises three triangular vertical steel bars (4) and a plurality of inclined steel bars which are welded between the adjacent vertical steel bars (4) and fixedly connect the three vertical steel bars (4).
3. The membrane wall panel of claim 1, wherein: the steel skeleton (6) comprises a transverse rib (6 a) and a vertical rib (6 b), the transverse rib (6 a) and the vertical rib (6 b) are L-shaped, and a steel film (7) is welded in the middle of the rectangular rib formed by enclosing the transverse rib (6 a) and the vertical rib (6 b).
4. The membrane wall panel of claim 1, wherein: the steel film (7) is a galvanized steel film (7) or the steel film (7) is a steel film (7) coated with an antirust material layer on the inner side and the outer side.
5. A membrane wall according to any one of claims 1 to 4, wherein: the two half-wall web units comprise an outer side wall web (3 a) and an inner side wall web (3 b), and the vertical steel bar trusses (8) in the outer side wall web (3 a) and the vertical steel bar trusses (8) in the inner side wall web (3 b) are distributed in a staggered mode.
6. The membrane web of claim 5, wherein: the height of a triangle formed by the cross section of the vertical steel bar truss (8) is larger than the depth of one pouring cavity and smaller than the depth of two pouring cavities.
7. The membrane web of claim 5, wherein: vertical steel bar truss (8) pass through landing leg and steel membrane (7) welded connection, horizontal distribution muscle (9) and steel skeleton (6) and the equal welded connection of vertical steel bar truss (8).
8. An assembled membrane wall section shear wall structure comprising a membrane wall section according to any one of claims 1 to 7 and first and second square steel columns (2, 2) disposed at opposite ends of the membrane wall section (3); the method is characterized in that: the lower-layer film wall web (3) is inserted into the bottom of the upper-layer film wall web (3) through a first lap joint reinforcing steel bar, lap joint parts of the upper-layer film wall web (3) and the lower-layer film wall web (3) are connected in a welded mode, square holes are formed in lap joint surfaces of a first square steel column (2) and a second square steel column and the film wall web (3), a second lap joint reinforcing steel bar and a third lap joint reinforcing steel bar on two sides of the film wall web (3) are inserted into the square holes of the first square steel column (2) and the second square steel column respectively in a penetrating mode, two sides of the film wall web (3) are connected with the lap joint parts of the first square steel column (2) and the second square steel column in a welded mode, and pouring cavities of the film wall web (3), the first square steel column (2) and the second square steel column are filled with concrete (5).
9. The fabricated membrane wall web composite shear wall structure of claim 8, wherein: vertical steel bars are reserved at the tops of the first square steel column (2) and the second square steel column, and anticorrosive paint and thin fireproof paint are coated outside the first square steel column (2) and the second square steel column.
10. The fabricated membrane wall web composite shear wall structure of claim 8, wherein: the first square steel column (2) and/or the second square steel column are L-shaped, T-shaped or straight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211316790.5A CN115387509B (en) | 2022-10-26 | 2022-10-26 | Thin film wall web and assembled thin film wall web combined shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211316790.5A CN115387509B (en) | 2022-10-26 | 2022-10-26 | Thin film wall web and assembled thin film wall web combined shear wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115387509A CN115387509A (en) | 2022-11-25 |
| CN115387509B true CN115387509B (en) | 2023-02-21 |
Family
ID=84127848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211316790.5A Active CN115387509B (en) | 2022-10-26 | 2022-10-26 | Thin film wall web and assembled thin film wall web combined shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115387509B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005075759A1 (en) * | 2004-01-20 | 2005-08-18 | Foshan Shunde Jingsen Compound Material Co., Ltd. | An artificial building decorative board |
| CN103912080A (en) * | 2014-04-14 | 2014-07-09 | 河南省大成建设工程有限公司 | Internal-reinforcement thin-wall steel composite wall suitable for quick assembly |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| CN111305372A (en) * | 2019-12-09 | 2020-06-19 | 陕西省建筑科学研究院有限公司 | Fabricated steel reinforced concrete structure and construction method thereof |
| CN111456291A (en) * | 2020-05-20 | 2020-07-28 | 重庆渝建实业集团股份有限公司 | Steel plate concrete combined shear wall and connecting structure and construction method thereof |
-
2022
- 2022-10-26 CN CN202211316790.5A patent/CN115387509B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005075759A1 (en) * | 2004-01-20 | 2005-08-18 | Foshan Shunde Jingsen Compound Material Co., Ltd. | An artificial building decorative board |
| CN103912080A (en) * | 2014-04-14 | 2014-07-09 | 河南省大成建设工程有限公司 | Internal-reinforcement thin-wall steel composite wall suitable for quick assembly |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| CN111305372A (en) * | 2019-12-09 | 2020-06-19 | 陕西省建筑科学研究院有限公司 | Fabricated steel reinforced concrete structure and construction method thereof |
| CN111456291A (en) * | 2020-05-20 | 2020-07-28 | 重庆渝建实业集团股份有限公司 | Steel plate concrete combined shear wall and connecting structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115387509A (en) | 2022-11-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR102079008B1 (en) | E-z connecting structure for beam and column wherein the end-moment and bending resistibility are reinforced | |
| CN103556781A (en) | Fabricated frame strip steel bracket long column and construction method thereof | |
| CN111851825A (en) | Fabricated form-removal-free prefabricated steel bar truss floor and construction method thereof | |
| CN114319161A (en) | Subway station prefabricated platform plate structure and installation method thereof | |
| CN206722216U (en) | A kind of prefabricated girder of laminated floor slab | |
| CN108951862A (en) | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System | |
| CN115387509B (en) | Thin film wall web and assembled thin film wall web combined shear wall structure | |
| CN113356349A (en) | Assembled frame structure system | |
| CN209114604U (en) | One kind is for rolling girder steel and the rigidly connected node structure of steel column and Housing Structure System | |
| CN110747996A (en) | Corrugated steel plate combined frame structure system and application | |
| CN208219977U (en) | The overall assembled shingle nail of reserved opening | |
| CN115653319A (en) | Construction method of exterior steel inner concrete beam | |
| CN110485258A (en) | A kind of full assembling type steel structure access bridge and its construction method | |
| CN205975668U (en) | Steel concrete hybrid structure underground box piping lane | |
| CN207436340U (en) | A kind of Large-span Precast floor construction | |
| KR200358912Y1 (en) | Connection structure for girder & column | |
| CN212802185U (en) | Prefabricated steel bar truss floor of assembled form removal-free | |
| CN211499184U (en) | Corrugated steel plate combined frame structure system | |
| CN107327029A (en) | A kind of concrete filled steel tube pole steel beam assembled space nodes | |
| CN206070872U (en) | A kind of i shaped steel web with openings formula combination beam | |
| CN206070870U (en) | A kind of web with openings formula combination beam on H profile steel basis | |
| KR101219459B1 (en) | The water-storage tank of assembly type and method for constructing thereof | |
| CN113356371A (en) | Construction method of assembled frame structure system | |
| CN115596118A (en) | Cross-shaped film wall web and assembled film wall web combined shear wall structure | |
| CN206090943U (en) | Composite wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |