CN116677103A - Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard - Google Patents

Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard Download PDF

Info

Publication number
CN116677103A
CN116677103A CN202310672875.5A CN202310672875A CN116677103A CN 116677103 A CN116677103 A CN 116677103A CN 202310672875 A CN202310672875 A CN 202310672875A CN 116677103 A CN116677103 A CN 116677103A
Authority
CN
China
Prior art keywords
wallboard
connecting plate
plate
wall
connection support
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.)
Pending
Application number
CN202310672875.5A
Other languages
Chinese (zh)
Inventor
翁祖灿
阙平
季韬
周骏宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fuzhou Planning And Design Institute Group Co ltd
Original Assignee
Fuzhou Planning And Design Institute Group Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fuzhou Planning And Design Institute Group Co ltd filed Critical Fuzhou Planning And Design Institute Group Co ltd
Priority to CN202310672875.5A priority Critical patent/CN116677103A/en
Publication of CN116677103A publication Critical patent/CN116677103A/en
Pending legal-status Critical Current

Links

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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • E04B2/828—Connections between partitions and structural walls
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/40—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention relates to the technical field of building structures, in particular to a wallboard connecting support with adjustable rigidity and a wallboard with adjustable rigidity, which comprises a first connecting plate, wherein a piston plate is connected between the side walls of an inner cavity of a connecting pipe in a sliding way, one end of a second connecting plate, which is far away from the first connecting plate, is inserted into the connecting pipe and is connected with the piston plate, and a spring is connected between one side surface of the piston plate, which is far away from the second connecting plate, and the end part of the inner cavity of the connecting pipe.

Description

Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard
Technical Field
The invention relates to the technical field of building structures, in particular to a wallboard connecting support with adjustable rigidity and a wallboard with adjustable rigidity.
Background
Along with the arrival of the earthquake active period, building structure puts forward the requirement that satisfies the performance design, however to the secondary component, especially as the wallboard of main component in the building, lack performance design requirement under the earthquake, the wallboard often appears before main structure collapse or serious destruction when middle and big shake, very big to people's life and property influence, present wallboard common design has two kinds of schemes, is respectively: the wall panel (or masonry wall) and the structure are not separated (as shown in fig. 9) and separated (as shown in fig. 10), and the two structures respectively have the following problems in the application process:
the method for preventing the wallboard (or masonry wall) from being separated from the structure comprises the following steps: the wallboard is tightly attached to the structure, the structural rigidity of the wallboard is enhanced, the earthquake period is reduced, the earthquake acting force is improved, and the engineering cost is increased; the wallboard is seriously damaged in the middle earthquake, and is seriously damaged or collapsed in the large earthquake, so that hidden danger is formed to lives and properties of people;
the method for disconnecting the filling wall from the structure comprises the following steps: the method reserves a small shock deformation allowable value between the wallboard and the structural main body, meets the small shock deformation requirement of the main body structure, but the structure still has serious damage or collapse under medium and large shocks, and cannot meet the function matched with the structural performance design.
How to improve the connection mode and the connection structure of the wallboard and the structural main body enables the wallboard to meet the design requirements of performance under earthquake. Therefore, we propose a wallboard connecting support with adjustable rigidity and a wallboard with adjustable rigidity for use so as to solve the problems.
Disclosure of Invention
The invention aims to provide a wallboard connecting support with adjustable rigidity and a wallboard with adjustable rigidity, which can effectively reduce the small shock effect of the wallboard and reduce the damage degree of a structure and the wallboard under medium and large shock and the collapse probability of the wallboard.
In order to achieve the above purpose, the present invention provides the following technical solutions: the utility model provides a wallboard connection support of adjustable rigidity, includes first connecting plate, second connecting plate and one end is equipped with open-ended connecting pipe, sliding connection between first connecting plate and the second connecting plate, sliding connection has the piston board between the connecting pipe inner chamber lateral wall, the second connecting plate is kept away from the one end of first connecting plate and is inserted inside the connecting pipe and be connected with the piston board, the piston board is kept away from and is connected with the spring between a side of second connecting plate and the connecting pipe inner chamber tip.
Preferably, one end of the first connecting plate, which is close to the piston plate, is inserted into the connecting pipe and is spaced from the piston plate.
Preferably, the second connecting plate is inserted through and connected with a bolt rod, one end of the bolt rod penetrates through the first connecting plate and is fixedly connected with a first nut, one end of the bolt rod penetrates through the second connecting plate relatively to the other end of the bolt rod and is connected with a second nut in a threaded manner, and the first connecting plate is provided with a sliding groove matched with the bolt rod in a penetrating mode.
Preferably, the cross section of the first connecting plate is L-shaped, and the bending end of the first connecting plate is arranged at one end far away from the second connecting plate.
The second technical scheme of the invention is as follows:
the utility model provides an adjustable rigidity wallboard, includes two structure wall posts, wallboard and the wallboard connection support of a plurality of claim-arbitrary one, and the wallboard is installed between two structure wall posts, the relative both ends symmetry of wallboard is provided with the constructional column, be connected through a plurality of wallboard connection support between constructional column and the structure wall post, and a plurality of wallboard connection support is arranged along the direction of height of wallboard, the first connecting plate of wallboard connection support is connected with the structure wall post, and the connecting pipe tip and the constructional column of wallboard connection support are connected.
Preferably, two be connected with the wallboard base between the structure wall post, and the wallboard base is fixed subaerial, the cross-sectional shape of wallboard base is the character of 'kou' shape, wallboard one end is provided with the arch mutually supporting with the wallboard base.
Preferably, the bulges are filled with polyurethane foaming materials after being inserted into the wallboard base.
Preferably, the wall plate further comprises four sealing pressing strips, and after the wall plate is connected with the two structural wall posts, the four sealing pressing strips are respectively arranged at two opposite ends of two opposite side walls of the wall plate and seal the connection parts between the wall plate and the structural wall posts.
Preferably, after the wallboard is connected with the two structural wall columns, polyurethane foam materials are filled at the tops of the wallboards, and the seams are sealed by silicone adhesive elastic sealing materials.
Compared with the prior art, the invention has the beneficial effects that:
after the wallboard is connected with the support and the structural main body, when a small earthquake occurs, the first connecting plate and the second connecting plate on the support can freely slide and deform to release the effect of the wallboard on the structural main body under the small earthquake, so that the integral rigidity of the structure under the condition of most earthquakes is reduced, the self-earthquake period is properly prolonged, the small earthquake effect is weakened, the engineering cost is effectively reduced, and in the case of a medium earthquake, the piston plate is extruded by the second connecting plate to deform the spring, so that the medium earthquake effect is released in a spring deformation mode, the performances of the structure under the medium earthquake and the wallboard are greatly improved, the damage degree is reduced, and in the case of a large earthquake, the integrity of the wallboard and the structural main body is protected by the internal force releasing measures of the small earthquake and the medium earthquake, the damage degree of the structure and the wallboard can be effectively reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a connection support of the present invention;
FIG. 2 is a schematic cross-sectional view of the connection mount of the present invention;
FIG. 3 is a schematic view of a stiffness adjustable wall panel according to the present invention;
FIG. 4 is a schematic view of an exploded construction of the stiffness adjustable wallboard of the present invention;
FIG. 5 is a schematic top view of the stiffness adjustable wall panel of the present invention;
FIG. 6 is a schematic view of the connection between a wall panel and a structural wall stud according to the present invention;
FIG. 7 is a schematic view of the connection structure between the wall panel and the wall panel base of the present invention;
FIG. 8 is a top view of a second connection structure of the adjustable stiffness wallboard of the present invention;
FIG. 9 is a top view of a third connection structure of the adjustable stiffness wallboard of the present invention;
FIG. 10 is a schematic view of a first connection between a wall panel and a structural body according to the prior art;
FIG. 11 is a schematic view of a second connection between a wall panel and a structural body according to the prior art;
fig. 12 is a schematic diagram showing a calculation manner of the displacement value u of the main body structure at each seismic level according to the present invention.
In the drawings, the list of components represented by the various numbers is as follows:
1. a support; 11. a first connection plate; 111. a chute; 12. a second connecting plate; 13. a connecting pipe; 14. a piston plate; 15. a spring; 16. a bolt rod; 17. a first nut; 18. a second nut; 2. an operation handle; 3. a wallboard; 31. a protrusion; 4. constructing a column; 5. a wallboard base; 6. and (5) sealing and pressing strips.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1-2, the first technical scheme provided by the present invention is as follows:
the utility model provides a wallboard connection support of adjustable rigidity, support 1 includes first connecting plate 11, second connecting plate 12 and one end is equipped with open-ended connecting pipe 13, sliding connection between first connecting plate 11 and the second connecting plate 12, sliding connection has piston plate 14 between the inner chamber lateral wall of connecting pipe 13, and the one end that first connecting plate 11 was kept away from to second connecting plate 12 inserts inside connecting pipe 13 and is connected with piston plate 14, is connected with spring 15 between one side that second connecting plate 12 was kept away from to piston plate 14 and connecting pipe 13 inner chamber tip.
Specifically, one end of the first connection plate 11 near the piston plate 14 is inserted into the connection pipe 13 with a space from the piston plate 14.
From the above description, it is clear that: the first connecting plate can be inserted into the connecting pipe to reduce the whole length of the support.
Specifically, the second connecting plate 12 is inserted through a bolt rod 16, one end of the bolt rod 16 passes through the first connecting plate 11 and is fixedly connected with a first nut 17, one end of the bolt rod 16 passes through the second connecting plate 12 opposite to the other end and is in threaded connection with a second nut 18, and the first connecting plate 11 is inserted through a chute 111 which is matched with the bolt rod 16.
From the above description, it is clear that: the setting of spout can play limiting displacement to the relative sliding stroke between second connecting plate and the first connecting plate to also can guarantee that first connecting plate and second connecting plate are the relative slip of linearity and can not produce the skew.
Specifically, the cross-sectional shape of the first connecting plate 11 is L-shaped, and the bent end of the first connecting plate 11 is disposed at an end far from the second connecting plate 12.
From the above description, it is clear that: the cross-sectional shape sets up to the L type for when the connection support installation, can paste the kink of first connecting plate and lock fixedly with structure wall post, the kink can improve the area of contact of first connecting plate and structure wall post, thereby improves joint strength.
Referring to fig. 3-7, the second technical scheme provided by the present invention is as follows:
the utility model provides an adjustable rigidity wallboard, including two structure wall posts 2, wallboard 3 and wallboard connection support 1, and wallboard 3 installs between two structure wall posts 2, wallboard 3 relative both ends symmetry is provided with constructional column 4, be connected through a plurality of wallboard connection support 1 between constructional column 4 and the structure wall post 2, and a plurality of wallboard connection support is arranged along the direction of height of wallboard 3, wallboard connection support 1's first connecting plate 11 is connected with structure wall post 2, wallboard connection support 1's connecting pipe 13 tip is connected with constructional column 4.
From the above description, it is clear that: the wallboard is connected with the structural main body through the connecting support, so that when small earthquake occurs, the first connecting plate and the second connecting plate on the support can freely slide and deform to release the effect of the wallboard on the structural main body under the small earthquake, the integral rigidity of the structure under the condition of frequent earthquake is reduced, the self-earthquake period is properly prolonged, the small earthquake effect is weakened, the engineering cost is effectively reduced, and under the condition of medium earthquake, the piston plate is extruded through the second connecting plate to deform the spring, thereby the medium earthquake effect is released through the form of spring deformation, the performances of the structure and the wallboard under the medium earthquake are greatly improved, the damage degree is reduced, and during the large earthquake, the integrity of the wallboard is protected due to the internal force releasing measures of the small earthquake and the medium earthquake, so that the wallboard and the structural main body can effectively resist the large earthquake effect, the damage degree of the structure and the wallboard can be effectively reduced, the connection between the wallboard and the structure can be disassembled, the later recovery and the reutilization are facilitated, and the low carbon energy is saved.
Specifically, be connected with wallboard base 5 between two structure wall posts 2, and wallboard base 5 is fixed subaerial, and the cross-sectional shape of wallboard base 5 is concave font, and wallboard 3 one end is provided with the protruding 31 that mutually supports with wallboard base 5.
From the above description, it is clear that: the setting of wallboard base can be fixed the bottom of wallboard to protruding insert the wallboard base in improve the intensity after the wallboard installation.
Specifically, the protrusions 31 are inserted into the wall panel base 5 and then are caulked with polyurethane foam.
From the above description, it is clear that: the adoption of the foaming material for joint filling can avoid gaps between the wallboard and the wallboard base, prevent rainwater from penetrating and simultaneously avoid displacement between the wallboard and the wallboard base.
Specifically, the wall plate comprises four sealing battens 6, and after the wall plate 4 is connected with two structural wall posts 3, the four sealing battens 6 are respectively arranged at two opposite ends of two opposite side walls of the wall plate 4 and seal the connection part between the wall plate 4 and the structural wall posts 3.
From the above description, it is clear that: the sealing layering covers the aesthetic property that connects the support not only can improve the whole outward appearance of wallboard, can avoid the rainwater to enter into in the junction between wallboard and the structure wall post simultaneously.
Specifically, after the wallboard 4 is connected with the two structural wall posts 3, polyurethane foam materials are filled at the tops of the wallboard, and the joints are sealed by silicone adhesive elastic sealing materials.
The first embodiment of the invention is as follows:
the utility model provides an adjustable rigidity wallboard, includes two structure wall posts 2, wallboard 3, wallboard base 5, four sealing layering 6 and a plurality of wallboard connection support 1, and wallboard base 5 is located the subaerial between two structure wall posts 2, and wallboard 3 opposite ends are provided with constructional column 4;
during assembly, the bulge 31 at one end of the wallboard 3 is inserted into the groove of the wallboard base 5, a gap between the bulge 31 and the wallboard base 5 is filled with polyurethane foam materials, then constructional columns 4 at two sides are respectively connected with the structural wall columns 2 through a plurality of connecting supports 1, then four sealing battens 6 are respectively arranged at two opposite ends of two opposite side walls of the wallboard 4 and seal the joint between the wallboard 4 and the structural wall columns 3, finally the top of the wallboard 3 is filled with the polyurethane foam materials, and the gap is sealed with silicone adhesive elastic sealing materials, so that the assembly is completed;
in this embodiment, the connection support 1 includes a first connection plate 11, a second connection plate 12, and a connection pipe 13 with one end provided with an opening, the cross section of the first connection plate 11 is L-shaped, the bent end of the first connection plate 11 is disposed at one end far away from the second connection plate 12, a piston plate 14 is slidably connected between the side walls of the inner cavities of the connection pipe 13, one end far away from the first connection plate 11 of the second connection plate 12 is inserted into the connection pipe 13 and connected with the piston plate 14, one end, close to the piston plate 14, of the first connection plate 11 is inserted into the connection pipe 13 and is provided with a space between the piston plate 14, a spring 15 is connected between one side, far away from the second connection plate 12, of the piston plate 14 and the inner cavity end of the connection pipe 13, a bolt rod 16 is inserted through the second connection plate 12, one end of the bolt rod 16 passes through the first connection plate 11 and is fixedly connected with a first nut 17, one end of the bolt rod 16 passes through the second connection plate 12 and is connected with a second nut 18 through the other end, a chute 111 mutually matched with the bolt rod 16 is provided through the first connection plate 11, and when assembled, the bent wall portion of the first connection plate 11 is connected with the anchor cable support 1 through the connection rod 1, and the anchor cable support is fixedly connected with the end of the connection structure 1.
The number of use of the connection holders 1 and the connection manner in this embodiment can be determined by:
s1, calculating the angular displacement limit values of the main structure under the condition of different intensity earthquakes (namely small earthquake @) according to the performance design requirements of the main structureθ e ) Middle earthquakeθ p ) And large earthquake%θ u ））；
S2, calculating the displacement value u of the main structure under each seismic level in a manner shown in FIG. 12, whereinVIs wallboard shear force;
s3, reserving directional slippage of the connecting supportθ e hI.e.θ e h isThe length of the chute 111 on the first connecting plate 11;
s4, according tou=（θ p -θ e ）hUltimate shear resistance of wallboardGAObtaining the adjustable rigidity sum of the required supportKThe method comprises the steps of carrying out a first treatment on the surface of the Wherein the method comprises the steps ofGIn order to achieve a shear stiffness, the material,G=0.4E，his a layer height of the steel plate, and is a layer height,Ais the cross-sectional area of the wallboard;
s5, according toKValue, arrangement of support between wall panel and structureNumber and arrangement (series, parallel or combination of series and parallel), wherein the stiffness of the support is determined by springs inside the support, and the number of connection supports in this position can be suitably encrypted, due to the large displacement of the perimeter of the building plane; the position where the displacement of the vertical structural member is larger is properly encrypted.
Finally, only one connection mode between the connection support and the wallboard and the structural body is disclosed in the invention, and the connection mode can be realized in other modes under the actual construction condition, and the connection mode is shown in fig. 10 and 11.
In the description of the present invention, it should be understood that the terms "coaxial," "bottom," "one end," "top," "middle," "another end," "upper," "one side," "top," "inner," "front," "center," "two ends," etc. indicate orientations or positional relationships based on the drawings, merely to facilitate description of the present invention and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
Although embodiments of the present invention have been shown and described, it would be appreciated by those skilled in the art that changes may be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the claims and their equivalents.

Claims (9)

1. A wallboard connection support of adjustable rigidity, its characterized in that: the support (1) comprises a first connecting plate (11), a second connecting plate (12) and a connecting pipe (13) with an opening at one end, wherein the first connecting plate (11) and the second connecting plate (12) are connected in a sliding mode, a piston plate (14) is connected between the side walls of the inner cavity of the connecting pipe (13) in a sliding mode, one end, far away from the first connecting plate (11), of the second connecting plate (12) is inserted into the connecting pipe (13) and connected with the piston plate (14), and a spring (15) is connected between one side face, far away from the second connecting plate (12), of the piston plate (14) and the end portion of the inner cavity of the connecting pipe (13).
2. The adjustable stiffness wallboard connector mount of claim 1, wherein: one end of the first connecting plate (11) close to the piston plate (14) is inserted into the connecting pipe (13) and a space is arranged between the first connecting plate and the piston plate (14).
3. The adjustable stiffness wallboard connector mount of claim 1, wherein: the second connecting plate (12) is inserted through and connected with a bolt rod (16), one end of the bolt rod (16) penetrates through the first connecting plate (11) and is fixedly connected with a first nut (17), one end of the bolt rod (16) penetrates through the second connecting plate (12) relatively to the other end and is connected with a second nut (18) in a threaded mode, and the first connecting plate (11) is provided with a sliding groove (111) matched with the bolt rod (16) in a penetrating mode.
4. The adjustable stiffness wallboard connector mount of claim 1, wherein: the cross section of the first connecting plate (11) is L-shaped, and the bent end of the first connecting plate (11) is arranged at one end far away from the second connecting plate (12).
5. An adjustable rigidity wallboard, its characterized in that: including two structure wall posts (2), wallboard (3) and a plurality of wallboard connection support (1) of arbitrary one of claim 1-4, and wallboard (3) are installed between two structure wall posts (2), wallboard (3) relative both ends symmetry is provided with constructional column (4), be connected through a plurality of wallboard connection support (1) between constructional column (4) and structure wall post (2), and a plurality of wallboard connection support (1) are arranged along the direction of height of wallboard (3), first connecting plate (11) of wallboard connection support (1) are connected with structure wall post (2), and connecting pipe (13) tip and constructional column (4) of wallboard connection support (1) are connected.
6. An adjustable stiffness wallboard according to claim 5, wherein: two be connected with wallboard base (5) between structure wall post (2), and wallboard base (5) are fixed subaerial, the cross-sectional shape of wallboard base (5) is the concave shape, wallboard (3) one end is provided with protruding (31) mutually supporting with wallboard base (5).
7. An adjustable stiffness wallboard according to claim 6, wherein: and the bulge (31) is inserted into the wallboard base (5) and then is filled with polyurethane foam materials.
8. An adjustable stiffness wallboard according to claim 5, wherein: the wall plate structure is characterized by further comprising four sealing pressing strips (6), wherein after the wall plate (4) is connected with the two structural wall posts (3), the four sealing pressing strips (6) are respectively arranged at the two opposite ends of the two opposite side walls of the wall plate (4) and seal the joint between the wall plate (4) and the structural wall posts (3).
9. An adjustable stiffness wallboard according to claim 5, wherein: after the wallboard (4) is connected with the two structural wall posts (3), polyurethane foam materials are filled at the tops of the wallboards, and the joints are sealed by silicone adhesive elastic sealing materials.
CN202310672875.5A 2023-06-08 2023-06-08 Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard Pending CN116677103A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310672875.5A CN116677103A (en) 2023-06-08 2023-06-08 Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310672875.5A CN116677103A (en) 2023-06-08 2023-06-08 Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard

Publications (1)

Publication Number Publication Date
CN116677103A true CN116677103A (en) 2023-09-01

Family

ID=87785078

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310672875.5A Pending CN116677103A (en) 2023-06-08 2023-06-08 Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard

Country Status (1)

Country Link
CN (1) CN116677103A (en)

Similar Documents

Publication Publication Date Title
CN108532830B (en) Square-outside and round-inside spliced column and construction method thereof
CN220117524U (en) Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard
CN116677103A (en) Wallboard connection support of adjustable rigidity and adjustable rigidity wallboard
CN210127560U (en) Energy dissipation structure and energy dissipation wall
CN216196889U (en) Assembled steel structure frame and assembled steel structure house
CN213359008U (en) Flexible stone material heated board assembled wall body
KR100727383B1 (en) Sandwich panels and wall fabricated using them
CN215054234U (en) Earthquake-resistant structure wall of bottom building
CN109113209B (en) Draw seam damping structure
CN217268055U (en) Prefabricated assembled PEC beam column connection structure
CN216075630U (en) Deformation joint device for building structure
CN217175254U (en) Vertical tensile sliding shock isolation device
CN110080428A (en) A kind of embedded connecting structure of shock absorption wall structure and its construction method
CN219430999U (en) Connecting node structure of assembled frame concrete building
CN215330555U (en) Connecting assembly for mounting external wall panel
CN211396171U (en) Skirt building glass curtain wall mounting structure
KR20140111182A (en) Building structure seismic retrofit method using lateral beam-type damper and damper fixing apparatus
JPS6231147B2 (en)
CN211646827U (en) Steel construction assembled wallboard node
CN216515761U (en) Shock insulation structure for existing building strip-shaped foundation
KR102492878B1 (en) Exterior brick anchor assembly and exterior brick construction method using the same
CN217299940U (en) Wearable airbag mortise and tenon structure
CN211421413U (en) Fixing base of steel structure stand column
CN217680479U (en) Building template convenient to installation
CN218933506U (en) Wall body anti-seismic mechanism is built in room

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