CN113833129A - Slidable connection method and connection assembly for masonry infilled wall and structural main body - Google Patents
Slidable connection method and connection assembly for masonry infilled wall and structural main body Download PDFInfo
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- CN113833129A CN113833129A CN202111232143.1A CN202111232143A CN113833129A CN 113833129 A CN113833129 A CN 113833129A CN 202111232143 A CN202111232143 A CN 202111232143A CN 113833129 A CN113833129 A CN 113833129A
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- 238000000034 method Methods 0.000 title claims abstract description 26
- 239000000945 filler Substances 0.000 claims abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 239000000463 material Substances 0.000 claims description 12
- 239000002674 ointment Substances 0.000 claims description 5
- 238000004321 preservation Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 abstract description 18
- 230000009471 action Effects 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract description 2
- 238000010168 coupling process Methods 0.000 abstract description 2
- 238000005859 coupling reaction Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 230000002146 bilateral effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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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
- E04B1/388—Separate connecting 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
- 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
- E04B1/66—Sealings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Acoustics & Sound (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a slidable connecting method and a connecting assembly for a masonry infilled wall and a structural main body. In the connection method, frames are arranged on two sides of the masonry infilled wall, a horizontal beam is arranged at the top of the masonry infilled wall and connected with the frames and the stand column, the upper portion of each frame is connected with the transverse structural member in a sliding mode through a slidable connecting piece, the lower portion of each frame is fixedly connected with the transverse structural member through a first fixed connection, and a flexible infill assembly is arranged between each frame and the vertical structural member. This coupling assembling includes frame, horizontal beam, slidable connecting piece, first fixed connection spare, second fixed connection spare, drawknot muscle mounting, stand and flexible filling assembly. The invention has the beneficial effects that: when the structural body deforms laterally under the action of an earthquake, the structural body does not collide with the masonry filler wall in the plane, and the influence of the masonry filler wall on the lateral displacement resisting rigidity of the structural body is ignored; the masonry infilled wall is only applied to a supporting structure at the lower part of the masonry infilled wall as a load, the structure is stressed clearly, the force transmission path is clear, and the structure is guaranteed to be reliable.
Description
Technical Field
The invention belongs to the technical field of building structure earthquake resistance, and particularly relates to a slidable connecting method and a connecting assembly for a masonry infilled wall and a structure main body.
Background
Historically, seismic damage has shown that masonry infill walls, rigidly connected to the body of a reinforced concrete structure and considered non-structural members, actually participate in the seismic shear distribution of the structure. Meanwhile, the masonry infilled wall has the problems of uncontrollable rigidity, poor ductility, low energy consumption and the like, so that the main body of the masonry infilled wall structure is easily damaged by a weak layer or twisted under the action of an earthquake, and the structure is seriously damaged or even collapsed.
The use of flexible joints substantially weakens the interaction of the masonry infill with the structural body, although consistent with the computational assumptions in the current design specifications regarding masonry infill as a non-structural member. But because the prior masonry infill wall lacks an effective connection with the structural body, the masonry infill wall is easy to collapse due to out-of-plane instability in earthquake.
Disclosure of Invention
The invention aims to: the invention provides a slidable connecting method of a masonry infilled wall and a structure main body and a connecting assembly thereof, wherein the masonry infilled wall can be slidably deformed in a plane and is restrained by the structure main body outside the plane, so that the problems of the connection stability and reliability of the existing masonry infilled wall are solved.
The purpose of the invention is realized by the following technical scheme:
the utility model provides a brickwork infilled wall and structure subject connection method that can slide, the both sides of brickwork infilled wall are equipped with the frame, the top of brickwork infilled wall is equipped with horizontal beam, horizontal beam and frame, the stand is connected, but the upper portion of frame is connected with horizontal structure spare transverse sliding through the connecting piece that slides, the lower part of frame is through first fixed connection and horizontal structure spare fixed connection, the middle part of brickwork infilled wall is equipped with the stand, the lower part of stand is passed through second fixed connection and is connected with horizontal structure spare, be equipped with flexible packing subassembly between frame and the vertical structure spare.
Furthermore, the frame be the twice angle steel of parcel brickwork infilled wall's front and back end angle.
Furthermore, the slidable connecting piece is an L-shaped angle steel fixing piece, the bolt penetrates through the long round hole at one end of the slidable connecting piece to be connected with the transverse structural piece, and the bolt penetrates through the round hole at the other end of the slidable connecting piece to be connected with the frame.
Furthermore, the first fixed connecting piece is an L-shaped angle steel fixing piece, and the bolts respectively penetrate through the round holes at the two ends of the first fixed connecting piece to be connected with the transverse structural member and the frame.
Furthermore, the upper portion of brickwork infilled wall be equipped with horizontal beam, horizontal beam is connected with the frame of both sides.
Furthermore, the horizontal beam is two angle steels wrapping the front end angle and the rear end angle of the masonry infilled wall.
Furthermore, the flexible filling assembly is a cold-bending thin-wall flexible filling assembly with heat preservation, waterproof, fireproof and sound insulation functions.
Furthermore, the flexible filling assembly comprises a shell, wherein a heat-insulating fireproof material is arranged in the shell, and an ointment caulking material is arranged in a caulking groove of the shell relative to the vertical structural member.
Furthermore, the masonry infilled wall in wear to be equipped with the drawknot muscle, the frame of drawknot muscle connection both sides.
Furthermore, the end part of the lacing bar is provided with a lacing bar fixing part which is clamped at the outer side of the frame.
Further, the stand be the T type, the horizontal end laminating of stand is terminal surface around the brickwork infilled wall, during the vertical end of stand inserted the brickwork infilled wall.
Furthermore, the second fixed connecting piece is an L-shaped angle steel fixing piece, and the bolts respectively penetrate through round holes at two ends of the second fixed connecting piece to be connected with the transverse structural member and the frame.
Further, the transverse structural member is a structural plate or a structural beam, and the vertical structural member can also be a structural shear wall or a structural column.
Furthermore, a cast-in-place belt is arranged in the masonry infilled wall.
The connecting assembly comprises a frame, flexible filling assemblies and a stand column, wherein the frame is symmetrically arranged in two groups, the upper portion of the frame is fixedly connected with a slidable connecting piece, the slidable connecting piece is provided with a slidable connecting portion, the lower portion of the frame is fixedly connected with a first fixed connecting piece, the stand column is fixedly connected with a second fixed connecting piece, and the first fixed connecting piece and the second fixed connecting piece are provided with fixed connecting portions.
The invention realizes the following functions: the masonry infilled wall is connected with the structure main body in a slidable manner, so that the masonry infilled wall can slide in the plane and can be limited in displacement outside the plane. The main body component of the upper part slidable connecting piece is an L-shaped angle steel fixing piece, and one wing of the angle steel fixing piece, namely the flange connected with the top transverse structural component plate is provided with a long round hole opening, so that the masonry infill wall can slide relative to the structure main body in a plane; and a round hole is formed in the other wing of the angle steel fixing piece, namely the flange connected with the angle steel frame through a bolt.
The invention has the beneficial effects that: the masonry infilled wall ensures that the masonry infilled wall does not collide with the masonry infilled wall in the surface when the structural main body deforms laterally under the action of an earthquake through the slidable connecting piece, so that the influence of the masonry infilled wall on the lateral displacement resistance of the structural main body can be ignored; meanwhile, the masonry infilled wall is fixed on the upper frame transverse structural member and the lower frame transverse structural member or the floor slab outside the surface and is only applied to the supporting transverse structural member or the plate at the lower part of the masonry infilled wall as load, so that the structure is stressed clearly, the force transmission path is clear, and the reliability of the structure is ensured.
The main scheme and the further selection schemes can be freely combined to form a plurality of schemes which are all adopted and claimed by the invention; in the invention, the selection (each non-conflict selection) and other selections can be freely combined. The skilled person in the art can understand that there are many combinations, which are all the technical solutions to be protected by the present invention, according to the prior art and the common general knowledge after understanding the scheme of the present invention, and the technical solutions are not exhaustive herein.
Drawings
Fig. 1 is a front view of the structure of the present invention.
Fig. 2 is a perspective view of the structure of the present invention.
Fig. 3 is a perspective view of the construction of the connection assemblies of the present invention.
In the figure: 1-frame, 2 a-slidable connecting piece, 2 b-first fixed connecting piece, 2 c-second fixed connecting piece, 3-tie bar fixed piece, 4-horizontal beam, 5-flexible filling component, 5 a-heat preservation fireproof material, 5 b-factice caulking material, 5 c-shell, 6-vertical structural piece, 7-horizontal structural piece, 8-masonry filling wall, 9-tie bar, 10-upright post and 11-cast-in-place strip.
Detailed Description
The following non-limiting examples serve to illustrate the invention.
Example 1:
referring to fig. 1 to 3, a method for connecting a masonry infilled wall and a structure main body in a sliding manner comprises a frame 1, a slidable connecting piece 2a, a first fixed connecting piece 2b, a second fixed connecting piece 2c, a tie bar fixing piece 3, a horizontal beam 4, a flexible infill assembly 5, a vertical structural piece 6, a transverse structural piece 7, the masonry infill wall 8, a tie bar 9, a vertical column 10 and a cast-in-place strip 11, wherein the flexible infill assembly 5 comprises a heat-insulating fireproof material 5a, an ointment caulking material 5b and a shell 5 c.
The both sides of brickwork infilled wall 8 are equipped with frame 1, and the upper portion of brickwork infilled wall is equipped with horizontal beam 4, and horizontal beam 4 and the 1 bolted connection of frame of both sides. Specifically, frame 1 is the twice angle steel of the front and back end angle of parcel brickwork infilled wall 8, and horizontal beam 4 is the twice angle steel of the front and back end angle at 8 tops of parcel brickwork infilled wall, and the angle steel can transversely carry out spacing protection to the brickwork infilled wall, also can carry out spacing protection to the off-plate of brickwork infilled wall.
When the width of brickwork infilled wall is great, the middle part of brickwork infilled wall 8 is equipped with stand 10, the upper portion and the 4 bolted connection of horizontal beam of stand 10, stand 10 is two T types, the horizontal end laminating of stand 10 is terminal surface around brickwork infilled wall 8, during the vertical end of stand 10 inserted brickwork infilled wall 8, the stand can transversely carry out spacing protection to the brickwork infilled wall, also can carry out spacing protection to the off-plate of brickwork infilled wall.
The upper portion of the frame 1 is connected with the transverse structural member 7 in a transverse sliding mode through the slidable connecting piece 2a, the slidable connecting piece 2a is an L-shaped angle steel fixing piece, and the bolt penetrates through the long round hole in the flange at one end of the slidable connecting piece 2a to be connected with the transverse structural member 7, so that the masonry infill wall and the structural main body can freely slide in the plane and are not collided. The bolt passes through the round hole on the flange at the other end of the slidable connecting piece 2a and is connected with the frame 1, so that the upper part of the frame can slide transversely relative to the transverse structural piece, but cannot move out of the plane. Because the transverse slotted hole can only realize the transverse sliding of the bolt, the masonry infilled wall is restrained and stabilized by the structural body outside the surface.
The lower part of the frame 1 is fixedly connected with the transverse structural member 7 through the first fixed connecting part 2b, the first fixed connecting part 2b is an L-shaped angle steel fixing part, and the bolt penetrates through round holes in flanges at two ends of the first fixed connecting part 2b respectively to be connected with the transverse structural member 7 and the frame 1, so that the lower part of the frame is fixedly connected with the transverse structural member.
The lower part of the upright post 10 is connected with the transverse structural member 7 through a second fixed connecting piece 2c, the second fixed connecting piece 2c is an L-shaped angle steel fixing piece, and the bolt respectively passes through round holes on flanges at two ends of the second fixed connecting piece 2c to be connected with the transverse structural member 7 and the frame 1, so that the fixed connection of the lower part of the upright post and the transverse structural member is realized.
Wear to be equipped with horizontally drawknot muscle 9 in the brickwork infilled wall 8, the drawknot muscle is along the high interval arrangement of wall in the brickwork infilled wall, frame 1 is passed at the both ends of drawknot muscle 9, stand 10 is passed at the middle part of drawknot muscle 9, the tip fixedly connected with drawknot muscle mounting 3 of drawknot muscle 9, the outside at frame 1 is established to drawknot muscle mounting 3 card, realize that drawknot muscle 9 is to drawing between the frame 1 of both sides, improve 8 overall structure intensity of brickwork infilled wall and stability.
When the height of the masonry infill wall is large, a horizontal cast-in-place concrete strip 11 is arranged in the masonry infill wall 8.
A gap is reserved between the frame 1 and the vertical structural member 6, a flexible filling assembly 5 is arranged in the gap, and the flexible filling assembly 5 is a cold-bending thin-wall flexible filling assembly with heat preservation, waterproof, fireproof and sound insulation functions. Specifically, the flexible filling assembly 5 comprises a shell 5c, a heat-insulating fireproof material 5a is arranged in the shell 5c, and an ointment caulking material 5b is arranged in a caulking groove of the shell 5c, which is opposite to the vertical structural member 6.
Example 2:
referring to fig. 3, the connecting assembly for the slidable connecting method of the masonry infill wall and the structural body comprises a frame 1, a slidable connecting piece 2a, a first fixed connecting piece 2b, a second fixed connecting piece 2c, a tie bar fixing piece 3, a horizontal beam 4, a flexible infill assembly 5, a tie bar 9 and a vertical column 10, wherein the flexible infill assembly 5 comprises a heat-insulating fireproof material 5a, an ointment caulking material 5b and a shell 5 c.
The frames are arranged in two groups in bilateral symmetry, and the horizontal beam 4 is connected between the left frame and the right frame through bolts. Specifically, every group frame 1 is twice angle steel around for, and horizontal beam 4 is twice angle steel around for, and the angle steel can transversely carry out spacing protection to the brickwork infilled wall, also can carry out spacing protection to the off-plate of brickwork infilled wall.
The upper portion of frame 1 and connecting piece 2a fixed connection that can slide are equipped with the connecting portion that slides on the connecting piece 2a that can slide, and the lower part and the first fixed connection piece 2b fixed connection of frame 1 are equipped with fixed connection portion on the first fixed connection piece 2 b.
The slidable connecting piece 2a is an L-shaped angle steel fixing piece, one end flange of the slidable connecting piece 2a is an oblong hole serving as a slidable connecting part, and a bolt penetrates through a round hole in the other end flange of the slidable connecting piece 2a and is connected with the frame 1. Because the transverse slotted hole can only realize the transverse sliding of the bolt, the masonry infilled wall is restrained and stabilized by the structural body outside the surface.
The first fixed connecting part 2b is an L-shaped angle steel fixing part, one end flange of the first fixed connecting part 2b is a round hole as a fixed connecting part, and a bolt penetrates through the round hole on the other end flange of the first fixed connecting part 2b to be connected with the frame 1, so that the lower part of the frame is fixedly connected with the transverse structural part.
When the width of brickwork infilled wall is great, need set up stand 10 at the middle part of brickwork infilled wall 8, the upper portion and the 4 bolted connection of horizontal beam of stand 10, stand 10 are the T type, and the stand can transversely carry out spacing protection to brickwork infilled wall, also can carry out spacing protection to the off-plate of brickwork infilled wall.
The lower part of the stand column 10 is fixedly connected with the second fixed connecting piece 2c, the second fixed connecting piece 2c is an L-shaped angle steel fixing piece, one end flange of the second fixed connecting piece 2c is a round hole as a fixed connecting part, and a bolt penetrates through the round hole in the other end flange of the second fixed connecting piece 2c to be connected with the frame 1, so that the lower part of the stand column is fixedly connected with the transverse structural member.
Can set up horizontally drawknot muscle 9 in the brickwork infilled wall 8, frame 1 is passed at the both ends of drawknot muscle 9, and stand 10 is passed at the middle part of drawknot muscle 9, and the tip fixedly connected with drawknot muscle mounting 3 of drawknot muscle 9, and the outside at frame 1 is established to drawknot muscle mounting 3 card, realizes that drawknot muscle 9 is to drawing to connect between the frame 1 of both sides, improves 8 overall structure intensity of brickwork infilled wall and stability.
The foregoing basic embodiments of the invention and their various further alternatives can be freely combined to form multiple embodiments, all of which are contemplated and claimed herein. In the scheme of the invention, each selection example can be combined with any other basic example and selection example at will.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The utility model provides a brickwork infilled wall and structure subject connection method that can slide which characterized in that: the both sides of brickwork infilled wall (8) be equipped with frame (1), the top of brickwork infilled wall (8) is equipped with horizontal beam (4), horizontal beam (4) and frame (1), stand (10) are connected, the upper portion of frame (1) is connected through connecting piece (2a) and transverse structural component (7) transversely sliding that can slide, the lower part of frame (1) is through first fixed connector (2b) and transverse structural component (7) fixed connection, the middle part of brickwork infilled wall (8) is equipped with stand (10), the lower part of stand (10) is passed through second fixed connector (2c) and is connected with transverse structural component (7), be equipped with flexible packing subassembly (5) between frame (1) and vertical structural component (6).
2. The method of claim 1, wherein the method comprises the steps of: the frame (1) is two angle steels wrapping the front end angle and the rear end angle of the masonry infilled wall (8).
3. The method of claim 1, wherein the method comprises the steps of: the slidable connecting piece (2a) is an L-shaped angle steel fixing piece, a bolt penetrates through an oblong hole at one end of the slidable connecting piece (2a) to be connected with the transverse structural piece (7), and the bolt penetrates through a round hole at the other end of the slidable connecting piece (2a) to be connected with the frame (1).
4. The method of claim 1, wherein the method comprises the steps of: the flexible filling assembly (5) is a cold-bending thin-wall flexible filling assembly with heat preservation, waterproof, fireproof and sound insulation functions.
5. A method of slidably joining a masonry infill wall to a structural body according to claim 1 or 4, characterised in that: the flexible filling assembly (5) comprises a shell (5c), a heat-insulating fireproof material (5a) is arranged in the shell (5c), and an ointment caulking material (5b) is arranged in a caulking groove of the shell (5c) relative to the vertical structural member (6).
6. The method of claim 1, wherein the method comprises the steps of: the masonry infilled wall (8) is internally provided with tie bars (9), and the tie bars (9) are connected with the frames (1) at two sides.
7. The method of claim 1, wherein the method comprises the steps of: the upright post (10) is T-shaped, the horizontal end of the upright post (10) is attached to the front end face and the rear end face of the masonry infilled wall (8), and the vertical end of the upright post (10) is inserted into the masonry infilled wall (8).
8. The method of claim 1, wherein the method comprises the steps of: the transverse structural member (7) is a structural plate or a structural beam, and the vertical structural member (6) can also be a structural shear wall or a structural column.
9. The method of claim 1, wherein the method comprises the steps of: a cast-in-place belt (11) is arranged in the masonry infilled wall (8).
10. A connecting component for a slidable connecting method of a masonry filler wall and a structural body according to any one of claims 1 to 9, which comprises a frame (1), a flexible filling component (5) and a vertical column (10), and is characterized in that: frame (1) be two sets of for symmetrical arrangement, the upper portion and the connecting piece that can slide (2a) fixed connection of frame (1), be equipped with the connecting portion that slides on the connecting piece that can slide (2a), the lower part and first fixed connection spare (2b) fixed connection of frame (1), the lower part and second fixed connection spare (2c) fixed connection of stand (10), be equipped with fixed connection portion on first fixed connection spare (2b) and second fixed connection spare (2 c).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111232143.1A CN113833129A (en) | 2021-10-22 | 2021-10-22 | Slidable connection method and connection assembly for masonry infilled wall and structural main body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111232143.1A CN113833129A (en) | 2021-10-22 | 2021-10-22 | Slidable connection method and connection assembly for masonry infilled wall and structural main body |
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| Publication Number | Publication Date |
|---|---|
| CN113833129A true CN113833129A (en) | 2021-12-24 |
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| CN202111232143.1A Pending CN113833129A (en) | 2021-10-22 | 2021-10-22 | Slidable connection method and connection assembly for masonry infilled wall and structural main body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045416A (en) * | 2022-06-28 | 2022-09-13 | 中建五局华东建设有限公司 | Assembly type steel structure building masonry wall top connecting piece and using method thereof |
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2021
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045416A (en) * | 2022-06-28 | 2022-09-13 | 中建五局华东建设有限公司 | Assembly type steel structure building masonry wall top connecting piece and using method thereof |
| CN115045416B (en) * | 2022-06-28 | 2023-12-01 | 中建五局华东建设有限公司 | Assembled steel structure building masonry wall top connecting piece and use method thereof |
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