CN112081271A - Assembled steel plate shear wall and construction method thereof - Google Patents
Assembled steel plate shear wall and construction method thereof Download PDFInfo
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- CN112081271A CN112081271A CN202010951391.0A CN202010951391A CN112081271A CN 112081271 A CN112081271 A CN 112081271A CN 202010951391 A CN202010951391 A CN 202010951391A CN 112081271 A CN112081271 A CN 112081271A
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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
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The application relates to the technical field of constructional engineering, in particular to an assembly type steel plate shear wall which comprises a steel column, a steel beam and a plurality of steel plates, wherein the steel column and the steel beam are perpendicular to each other, the steel column and the steel beam are enclosed to form a square frame structure, inserting blocks are integrally formed at two ends of each steel plate, inserting grooves matched with the inserting blocks are formed in two ends of each steel plate, the plurality of steel plates are inserted to form the shear wall, and a fastening piece used for being fixedly connected with an adjacent steel plate is arranged on each steel plate; the steel beam is fixedly provided with a groove plate, and the groove plate is provided with a containing groove for containing a steel plate. This application has the effect of making things convenient for the modularization installation of shear force wall.
Description
Technical Field
The application relates to the technical field of constructional engineering, in particular to an assembled steel plate shear wall and a construction method thereof.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing of partition walls of elevator rooms, staircases, equipment and auxiliary rooms, the cylinder wall is a cast-in-place reinforced concrete wall body, and the rigidity and the strength of the cylinder shear wall are higher than those of a plane shear wall in bearing of larger horizontal load. The shear wall can be divided into a steel plate shear wall, a reinforced concrete shear wall and a reinforced block shear wall according to structural materials. The conventional steel plate shear wall is large in size, difficult to install and long in construction period.
Disclosure of Invention
In order to facilitate the modularized installation of the shear wall, the application provides an assembly type steel plate shear wall and a construction method thereof.
In a first aspect, the application provides an assembled steel plate shear wall, which adopts the following technical scheme:
the assembled steel plate shear wall comprises a steel column, a steel beam and a plurality of steel plates, wherein the steel column and the steel beam are perpendicular to each other, the steel column and the steel beam form a square frame structure, two ends of each steel plate are integrally formed and provided with inserting blocks, two ends of each steel plate are provided with inserting grooves matched with the inserting blocks, the steel plates are spliced to form the shear wall, and each steel plate is provided with a fastener for fixedly connecting with the adjacent steel plate;
the steel beam is fixedly provided with a groove plate, and the groove plate is provided with a containing groove for containing a steel plate.
Through adopting above-mentioned technical scheme, according to the length of girder steel, confirm the quantity of steel sheet, peg graft a plurality of steel sheets each other and form the shear force wall together for this application can be according to the building of difference and select the steel sheet of different quantity to assemble the concatenation, and the suitability is stronger. The components can be processed in a factory and then transported to the field for transferring, so that the construction is simple, and the construction period is shortened. Simultaneously, all be independent component between each steel sheet, can change this steel sheet alone after a steel sheet receives the destruction, later maintenance cost is lower.
Optionally, the fastener is a screw, a first threaded hole is formed in the steel plate, the screw is in threaded connection with the first threaded hole, a rotating block is fixedly arranged on the screw, a through hole for the rotating block to move is formed in the steel plate, the through hole is communicated with the first threaded hole, a second threaded hole is formed in the insert block, and when the insert block is inserted into the slot, the first threaded hole is communicated with the second threaded hole.
Through adopting above-mentioned technical scheme, after piecing together a plurality of steel sheets each other, can make the screw rod stretch out from first screw hole and enter into the second screw hole through rotating rotatory piece to link together adjacent steel sheet, strengthened the wholeness and the steadiness of the steel sheet of concatenation together.
Optionally, the shape of the rotating block is a regular hexagon.
Through adopting above-mentioned technical scheme, rotatory piece is comparatively limited in the active position of through-hole department, sets up rotatory piece for regular hexagon and makes the staff rotate rotatory piece when using instruments such as spanners, only needs to rotate less angle and can drive rotatory piece and remove.
Optionally, a rib plate is fixedly arranged between the steel beam and the groove plate.
Through adopting above-mentioned technical scheme, the floor can transmit the concentrated power, guarantees stability and the resistance to torsion between frid and the girder steel.
Optionally, a threaded pipe is fixedly arranged on the rib plate, and a through hole for a bolt to pass through is formed in the steel plate.
Through adopting above-mentioned technical scheme, the rotatory bolt for the bolt stretches out from the screwed pipe of steel sheet one side and runs through the steel sheet and be in the same place with the screwed pipe threaded connection of steel sheet opposite side, thereby fixes the steel sheet on the frid, has promoted the steadiness between steel sheet and the frid.
Optionally, angle plates are fixedly arranged on the steel column, gaps for clamping steel beams are formed between every two adjacent angle plates, and the steel beams are connected with the angle plates through bolts.
Through adopting above-mentioned technical scheme, the installation that sets up to the girder steel of scute provides the location, has reduced the installation degree of difficulty of girder steel. Simultaneously, the effect of support has also been played to the girder steel to the setting of scute.
Optionally, the angle plate is fixedly provided with a reinforcing rib.
Through adopting above-mentioned technical scheme, the strengthening rib has strengthened the structure steadiness of scute for the scute is difficult for taking place to buckle.
Optionally, stiffening rib plates are arranged on two sides of the steel plate, flanges are integrally formed on the stiffening rib plates, and the flanges are connected with the steel plate through bolts.
Through adopting above-mentioned technical scheme, the anti bending capability of steel sheet has been strengthened to the stiffening rib board for the shear force wall that the steel sheet is constituteed is more firm, is difficult for taking place to buckle.
Optionally, the stiffening rib plate is fixedly provided with an ejector block for fixing the position of the rotating block, when the ejector block is inserted into the through hole, one end of the ejector block abuts against the inner wall of the through hole, and the other end of the ejector block abuts against the rotating block.
Through adopting above-mentioned technical scheme, the kicking block can play locking effect to the screw, and when the kicking block was pegged graft in the through-hole, the kicking block can play fixed effect to rotatory piece for difficult emergence after the steel sheet links together is loose.
In a second aspect, the present application provides a construction method, which adopts the following technical scheme:
firstly, connecting a plurality of steel plates end to end and mutually splicing the steel plates together to form a shear wall;
rotating the rotating block, and connecting the adjacent steel plates together by the screw;
step three, inserting the ejector blocks on the stiffening rib plates into the through holes, and fixedly connecting the turned edges with the steel plates by using bolts;
inserting the steel plate into the accommodating groove, and rotating the bolt in the threaded pipe to fixedly connect the steel plate and the groove plate together;
and fifthly, placing the two ends of the steel beam on the angle plate, and fixing the angle plate and the steel beam by using bolts.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the number of the steel plates is determined according to the length of the steel beam, and the plurality of steel plates are mutually spliced to form the shear wall, so that the steel plates with different numbers can be selected according to different buildings for assembly and splicing, the applicability is stronger, the members can be processed in a factory and then transported to the field for transfer, the construction is simple, the construction period is shortened, meanwhile, the independent members are arranged among the steel plates, one steel plate can be independently replaced after being damaged, and the later maintenance cost is lower;
2. the angle plate provides positioning for the installation of the steel beam, reduces the installation difficulty of the steel beam, and plays a supporting role for the steel beam;
3. the stiffening rib plates enhance the bending resistance of the steel plates, so that the shear wall formed by the steel plates is more stable and is not easy to bend.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic sectional view of a steel plate according to an embodiment of the present application.
FIG. 3 is a schematic view of the installation structure of the steel plate and the reinforcing ribs according to the embodiment of the present application.
Reference numerals: 1. a steel column; 11. a gusset; 12. reinforcing ribs; 2. a steel beam; 3. a steel plate; 31. inserting a block; 32. a slot; 33. a first threaded hole; 34. a through hole; 35. a second threaded hole; 4. a groove plate; 41. a containing groove; 51. a screw; 52. rotating the block; 6. a rib plate; 61. a threaded pipe; 7. a stiffening rib plate; 71. flanging; 72. a top block; 73. and (4) a groove.
Detailed Description
The technical solutions in the present application will be described in further detail below with reference to the accompanying drawings.
The embodiment of the application discloses assembled steel sheet shear force wall. Referring to fig. 1 and 2, an assembled steel plate shear plate includes a steel column 1, a steel beam 2, and a plurality of steel plates 3. Mutually perpendicular sets up between steel column 1 and the girder steel 2, and two steel columns 1 are parallel to each other, and two girder steels 2 set up between two steel columns 1 for steel column 1 and girder steel 2 have enclosed the structure of square frame. The steel plate 3 is a rectangular plate structure, and the two ends of the steel plate 3 are integrally formed with the insertion blocks 31. Slots 32 matched with the inserting blocks 31 are formed in the two ends of the steel plates 3, so that the steel plates 3 can be mutually spliced to form a shear wall structure.
It should be understood that the number of the insertion blocks 31 respectively arranged at the two ends of the steel plate 3 may be one or more, and the number of the insertion blocks 31 may be adjusted according to actual conditions under the condition of ensuring the effect of the mutual splicing connection between the steel plates 3. Meanwhile, it should be understood that, in the present embodiment, there is no limitation on the arrangement manner between the insertion blocks 31 and the insertion slots 32 at the same end of the steel plate 3, and as an alternative embodiment, the insertion blocks 31 and the insertion slots 32 are alternately arranged.
Be provided with on steel sheet 3 be used for with 3 fixed connection's of adjacent steel sheet fastener for a plurality of steel sheets 3 amalgamation be difficult for taking place loosely after together, guaranteed steadiness and the wholeness of steel sheet 3 amalgamation after together.
Referring to fig. 1, a channel plate 4 is fixedly disposed on a steel beam 2, and a plane of the channel plate 4 is perpendicular to a plane of the steel beam 2. The groove plate 4 is provided with a containing groove 41 for clamping the steel plate 3, so that the steel plate 3 can be inserted into the containing groove 41. The containing groove 41 on the groove plate 4 provides positioning for the steel plate 3 to be installed on the steel beam 2, and the installation difficulty of the steel plate 3 is reduced to a certain extent. Meanwhile, when the steel plate 3 is inserted into the accommodating groove 41, the steel plate 3 can be kept vertical to the steel beam 2.
Referring to fig. 2, the fastener is configured as a screw 51 screwed to the steel plate 3. The steel plate 3 is provided with a first threaded hole 33 matched with the screw 51, and the first threaded hole 33 is communicated with the slot 32. The screw 51 is screwed into the first screw hole 33. The screw 51 is fixedly provided with a rotary block 52, the steel plate 3 is provided with a through hole 34 through which the rotary block 52 moves, and the through hole 34 communicates with the first screw hole 33. The worker can control the movement of the screw 51 in the first threaded hole 33 by rotating the rotary block 52. At the same time, the size of the through hole 34 also limits the amount of movement the rotating block 52 can move. When the rotating block 52 is positioned at one end of the through hole 34 away from the slot 32, the screw 51 is completely hidden in the first threaded hole 33; when the rotary block 52 is located at one end of the through hole 34 close to the slot 32, the screw 51 extends out of the first threaded hole 33 and into the slot 32.
The insert block 31 is provided with a second screw hole 35 matching the screw 51. When the insert block 31 is inserted into the slot 32, the second threaded hole 35 is communicated with the first threaded hole 33, so that a worker can rotate the rotating block 52 to enable the screw 51 to be simultaneously connected with the first threaded hole 33 and the second threaded hole 35, and the insert block 31 cannot be separated from the slot 32.
In order to facilitate the worker to rotate the rotation block 52, the rotation block 52 is provided in a regular hexagon shape. The movable position of the rotating block 52 at the through hole 34 is limited, and the rotating block 52 is arranged to be a regular hexagon, so that when a worker rotates the rotating block 52 by using a tool such as a wrench, the worker can drive the rotating block 52 to move only by rotating a small angle.
Referring to fig. 1, in order to enhance the stability between the steel beam 2 and the channel plate 4, a rib plate 6 is fixedly disposed between the steel beam 2 and the channel plate 4. The ribs 6 are arranged on both sides of the slot plate 4. The ribbed slab 6 is in a right trapezoid shape, the bottom edge of the ribbed slab 6 is fixedly connected with the steel beam 2, and a right-angle waist of the ribbed slab 6 is fixedly connected with the groove plate 4. The rib plates 6 can transmit concentrated force, and stability and torsion resistance between the groove plates 4 and the steel beams 2 are guaranteed.
Further, referring to fig. 1, in order to fix the steel plate 3 to the groove plate 4, a threaded pipe 61 is fixedly provided at the tip of the rib plate 6. The steel plate 3 is provided with a through hole for the bolt to pass through, and when the steel plate 3 is inserted into the accommodating groove 41, the through hole on the steel plate 3 is communicated with the threaded pipe 61. The bolt is rotated so that the bolt protrudes from the threaded pipe 61 on one side of the steel plate 3 through the steel plate 3 and is screwed with the threaded pipe 61 on the other side of the steel plate 3.
Referring to fig. 1, in order to facilitate mounting of a steel beam 2 on a steel column 1, an angle plate 11 is fixedly disposed on the steel column 1. The angle plate 11 is a plate-shaped structure bent into a right angle, one right-angle side of the angle plate 11 is fixedly connected with the steel column 1, and the other right-angle side extends out towards the direction far away from the steel column 1. The number of the angle plates 11 provided on one steel column 1 is four, and two of them are provided as one set. A gap for clamping the steel beam 2 is formed between each set of angle plates 11 so that the steel beam 2 can be placed on the angle plates 11. After placing girder steel 2 on scute 11, use the bolt with girder steel 2 and scute 11 fixed connection. The gusset 11 sets up the installation that provides the location for girder steel 2, has reduced girder steel 2's the installation degree of difficulty. Simultaneously, the setting of scute 11 has also played the effect of support to girder steel 2.
Further, referring to fig. 1, in order to reinforce the strength of the gusset 11, a reinforcing rib 12 is fixedly provided to the gusset 11. The shape of the reinforcing rib 12 is a right triangle, and two right-angle sides of the reinforcing rib 12 are respectively fixed with two right-angle sides of the angle plate 11. The reinforcing ribs 12 enhance the structural stability of the corner plate 11, so that the corner plate 11 is not easy to bend.
Referring to fig. 1 and 3, in order to enhance the bending resistance of the steel plate 3, stiffening ribs 7 are disposed on both sides of the steel plate 3. The plane of the stiffening rib plate 7 is vertical to the plane of the steel plate 3. The reinforcing rib plate 7 is integrally provided with a flange 71 at one side close to the steel plate 3, and the flange 71 abuts against the surface of the steel plate 3. The stiffening rib plates 7 on the two sides of the steel plate 3 are located on the same plane, the bolts sequentially penetrate through the flanging 71 on one side of the steel plate 3, the steel plate 3 and the flanging 71 on the other side of the steel plate 3, and then the nuts are used for pressing the flanging 71 on the steel plate 3.
Meanwhile, referring to fig. 3, in order to prevent the screw 51 on the steel plate 3 from loosening, a top block 72 is fixedly disposed on one side of the stiffening rib plate 7 close to the steel plate 3. It should be understood that the number of the top blocks 72 corresponds to the number of the through holes 34 of the steel plate 3, and the top blocks 72 correspond to the through holes 34 one by one.
Referring to fig. 3, a groove 73 matching the size of the screw 51 is formed at one end of the top block 72 away from the stiffening rib plate 7. When the stiffening rib 7 is mounted on the steel plate 3, the two top blocks 72 are inserted into the through holes 34, the two top blocks 72 abut against each other, and the two grooves 73 form a space for accommodating the screw 51. Meanwhile, one end of the top block 72 abuts against the inner wall of the through hole 34, and the other end of the top block 72 abuts against the rotating block 52, so that the screw 51 cannot move in the first threaded hole 33 and the second threaded hole 35, and the stability of the steel plates 3 after being connected together is ensured.
The embodiment of the application also discloses a construction method, which utilizes the assembled steel plate shear wall and comprises the following steps:
step one, determining the number of the steel plates 3 according to the length of the steel beam 2, and mutually splicing a plurality of steel plates 3 to form the shear wall.
And step two, rotating the rotating block 52 to enable the screw rod 51 to extend out of the first threaded hole 33 and be screwed into the second threaded hole 35, and connecting the adjacent steel plates 3 together through the screw rod 51.
And step three, mounting the stiffening rib plate 7 on the steel plate 3, inserting the jacking block 72 into the through hole 34, and respectively abutting two ends of the jacking block 72 against the inner wall of the through hole 34 and the rotating block 52. The flanges 71 of the reinforcing rib 7 and the steel plate 3 are connected together using bolts.
Step four, inserting the assembled steel plate 3 into the accommodating groove 41 on the groove plate 4. The through holes on the steel plate 3 are aligned with the threaded pipes 61 on the rib plates 6, and the steel plate 3 and the threaded pipes 61 are connected together by using bolts.
And step five, placing the steel beam 2 with the installed steel plate 3 on the angle plate 11, and fixedly connecting the angle plate 11 and the steel beam 2 together by using bolts.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides an assembled steel sheet shear force wall which characterized in that: the steel column (1) and the steel beam (2) are perpendicular to each other, the steel column (1) and the steel beam (2) enclose a square frame structure, inserting blocks (31) are integrally formed at two ends of the steel plate (3), inserting grooves (32) matched with the inserting blocks (31) are formed at two ends of the steel plate (3), the steel plates (3) are inserted to form a shear wall, and fastening pieces used for being fixedly connected with adjacent steel plates (3) are arranged on the steel plates (3);
the steel beam (2) is fixedly provided with a groove plate (4), and the groove plate (4) is provided with a containing groove (41) for containing the steel plate (3).
2. An assembled steel plate shear wall according to claim 1, wherein: the fastener is a screw rod (51), a first threaded hole (33) is formed in the steel plate (3), the screw rod (51) is in threaded connection with the first threaded hole (33), a rotating block (52) is fixedly arranged on the screw rod (51), a through hole (34) for the rotating block (52) to move is formed in the steel plate (3), the through hole (34) is communicated with the first threaded hole (33), a second threaded hole (35) is formed in the inserting block (31), and when the inserting block (31) is inserted into the inserting groove (32), the first threaded hole (33) is communicated with the second threaded hole (35).
3. An assembled steel plate shear wall according to claim 2, wherein: the shape of the rotating block (52) is a regular hexagon.
4. An assembled steel plate shear wall according to claim 1, wherein: and a ribbed plate (6) is fixedly arranged between the steel beam (2) and the groove plate (4).
5. An assembled steel plate shear wall according to claim 4, wherein: the ribbed plate (6) is fixedly provided with a threaded pipe (61), and the steel plate (3) is provided with a through hole for a bolt to pass through.
6. An assembled steel plate shear wall according to claim 1, wherein: the steel column (1) is fixedly provided with angle plates (11), adjacent angle plates (11) form a gap for clamping the steel beam (2), and the steel beam (2) is connected with the angle plates (11) through bolts.
7. An assembled steel plate shear wall according to claim 6, wherein: and reinforcing ribs (12) are fixedly arranged on the angle plates (11).
8. An assembled steel plate shear wall according to claim 2, wherein: the two sides of the steel plate (3) are provided with stiffening rib plates (7), the stiffening rib plates (7) are integrally formed to be provided with flanges (71), and the flanges (71) are connected with the steel plate (3) through bolts.
9. An assembled steel plate shear wall according to claim 8, wherein: the stiffening rib plate (7) is fixedly provided with an ejector block (72) used for fixing the position of the rotating block (52), when the ejector block (72) is inserted into the through hole (34), one end of the ejector block (72) abuts against the inner wall of the through hole (34), and the other end of the ejector block abuts against the rotating block (52).
10. A construction method applied to the fabricated steel plate shear wall of any one of claims 1 to 9, comprising the steps of;
firstly, connecting a plurality of steel plates (3) end to end and splicing the steel plates together to form a shear wall;
step two, rotating the rotating block (52), and connecting the adjacent steel plates (3) together by the screw (51);
step three, inserting a top block (72) on the stiffening rib plate (7) into the through hole (34), and fixedly connecting the flanging (71) and the steel plate (3) by using bolts;
step four, inserting the steel plate (3) into the accommodating groove (41), and rotating the bolt in the threaded pipe (61) to fixedly connect the steel plate (3) and the groove plate (4) together;
and fifthly, placing the two ends of the steel beam (2) on the angle plate (11), and fixing the angle plate (11) and the steel beam (2) by using bolts.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010951391.0A CN112081271B (en) | 2020-09-11 | 2020-09-11 | Assembled steel plate shear wall and construction method thereof |
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| CN202010951391.0A CN112081271B (en) | 2020-09-11 | 2020-09-11 | Assembled steel plate shear wall and construction method thereof |
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| CN112081271B CN112081271B (en) | 2022-04-01 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
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| CN108468384A (en) * | 2018-04-20 | 2018-08-31 | 青岛理工大学 | Assembled self- recoverage energy-dissipating type frame core wall structure system |
| CN208792551U (en) * | 2018-09-03 | 2019-04-26 | 青岛理工大学 | Plug-in type steel plate shear force wall |
| CN211229035U (en) * | 2019-10-29 | 2020-08-11 | 沈阳大学 | Assembled concrete frame-shear wall structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN113026995B (en) * | 2021-05-26 | 2021-09-03 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
| CN115233866B (en) * | 2022-07-21 | 2023-08-15 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
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