CN115387506A - Assembled self-damping wallboard structure and construction method thereof - Google Patents
Assembled self-damping wallboard structure and construction method thereof Download PDFInfo
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- CN115387506A CN115387506A CN202210411843.5A CN202210411843A CN115387506A CN 115387506 A CN115387506 A CN 115387506A CN 202210411843 A CN202210411843 A CN 202210411843A CN 115387506 A CN115387506 A CN 115387506A
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- 238000013016 damping Methods 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 13
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 230000035939 shock Effects 0.000 claims description 30
- 239000006096 absorbing agent Substances 0.000 claims description 18
- 239000004567 concrete Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 238000010521 absorption reaction Methods 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000000945 filler Substances 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 238000004140 cleaning Methods 0.000 claims description 4
- 239000007769 metal material Substances 0.000 claims description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 4
- 239000004088 foaming agent Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 229920001821 foam rubber Polymers 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
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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
-
- 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
- E04B1/92—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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- 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
Abstract
The invention provides an assembled self-damping wallboard structure and a construction method thereof. The wall plate unit is prefabricated and formed, so that the field manufacturing is avoided, and the damping layer between the wall plates plays a role in shear hysteresis energy dissipation during earthquake, so that stable energy dissipation capacity can be provided for the structure without adding other damping materials, and the additional rigidity of the wall body to the frame structure is reduced.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an assembled self-damping wallboard structure and a construction method thereof.
Background
The traditional building structure combining the infilled wall and the fabricated steel frame structure still has adverse effects under the condition of earthquake damage, and particularly, the infilled wall is easy to shear damage due to larger horizontal allowable deformation compared with a concrete frame, so that the problem of damage of the infilled wall under the action of the earthquake is particularly remarkable. In this regard, the academia has proposed the use of shock absorbing wall panels in frame structures to replace traditional infilled walls.
But shock attenuation wallboard when guaranteeing that the structure exerts the shock attenuation mechanism, has following problem: the shock-absorbing layer structure of assembled wallboard is complicated, and construction work volume is big, damages the back when the wallboard in the earthquake, because traditional connection structure is complicated, the wallboard is difficult to in time change, leads to the normal service function of building to be difficult to the quick recovery.
Disclosure of Invention
The invention aims to provide an assembled self-damping wallboard structure and a construction method thereof, which are convenient to disassemble and simple to manufacture, can reasonably arrange the positions of a wallboard and a damping structure, reduce the additional rigidity of the wallboard to a frame structure, provide certain additional damping to dissipate seismic energy and reduce the seismic response of the structure.
The invention provides an assembled self-damping wallboard structure which comprises a frame, wherein a plurality of wallboards are connected to the middle position of the frame through a T-shaped connecting piece, the adjacent wallboards are detachably connected, a damping layer is arranged at the joint of the wallboards, and a flexible filling material is filled in a gap between each wallboard and the frame.
Furthermore, the frame comprises two vertically arranged frame columns, and the frame columns are detachably connected through a top beam and a bottom beam which are horizontally arranged.
Furthermore, the middle position of the frame is provided with a top wallboard, a middle wallboard and a bottom wallboard which are arranged from top to bottom along the vertical direction, the top wallboard is connected with the middle wallboard through a first shock absorption layer, and the middle wallboard is connected with the bottom wallboard through a second shock absorption layer.
Further, first shock-absorbing layer is including fixing first last damper on the top wallboard bottom surface and fixing first damper on the middle part wallboard top surface, first last damper is close to be equipped with the recess on the terminal surface of first damper, first damper is close to on the surface of first last damper with recess complex lug.
Further, the second shock absorber layer is including fixing last damper of second on the middle part wallboard bottom surface and fixing damper under the second on the bottom wallboard top surface, damper is close to on the second the terminal surface of damper is equipped with the recess under the second, damper is close to under the second be equipped with on the surface of damper with recess complex lug on the second.
Further, the top wallboard is close to the surface of back timber passes through T type connecting piece with the back timber is connected, the middle part wallboard is close to the surface of frame post passes through T type connecting piece with the frame post is connected, the bottom wallboard is close to the surface of floorbar passes through T type connecting piece with the floorbar is connected.
Further, T type connecting piece includes horizontal plate and vertical board, be equipped with the bolt hole on the horizontal plate.
Further, the frame post, the back timber with the floorbar is metal material and makes, the frame post, the back timber with the cross-section of floorbar is the I shape cross-section.
Furthermore, the frame column, the top beam and the bottom beam are all of a reinforced concrete structure, and fixed steel plates are embedded in positions, close to the wallboard, of the frame column, the top beam and the bottom beam.
The invention provides a construction method of an assembled self-damping wallboard structure, which comprises the following steps:
step one, manufacturing a frame: connecting the top beam and the bottom beam with the surfaces of the frame columns to be close to each other; or mounting the fixed plates at the positions of the top beam, the bottom beam and the frame column close to the wall plate, and then pouring concrete, and waiting for the concrete to solidify and form;
step two, mounting of the bottom wallboard: cleaning the surface of the bottom beam, inserting the T-shaped connecting piece into the bottom surface of the bottom wallboard, then hoisting the bottom wallboard at the aligned position on the bottom beam, and fixing the T-shaped connecting piece on the bottom beam;
step three, mounting the middle wall plate: inserting T-shaped connecting pieces into the end faces of the left side and the right side of the middle wallboard, inserting a second upper damping body of the middle wallboard into a second lower damping body of the bottom wallboard, aligning the T-shaped connecting pieces at the two ends with the frame columns, and fixing the T-shaped connecting pieces on the frame columns;
step four, mounting the top wallboard: inserting a T-shaped connecting piece into the upper surface of a top wallboard, inserting a first upper damping body of the top wallboard into a first lower damping body of a middle wallboard, aligning the T-shaped connecting piece with a frame top beam, and fixing the T-shaped connecting piece on the top beam;
step five, filling gaps: the gap between the wall panel and the frame is filled with a flexible filler material.
The invention has convenient disassembly and assembly, improves the assembly efficiency, effectively avoids the problem of wallboard damage caused by mutual extrusion and dislocation of wallboards during earthquake, greatly improves the convenience of wallboard replacement, further protects the wallboard by the flexible filling material, prevents the problem of abrasion and even damage caused by the contact of the wallboard and the frame, and improves the service life and the stability.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
FIG. 1 is a schematic structural view of embodiment 1 of the present invention;
FIG. 2 is a front view of embodiment 1 of the present invention;
FIG. 3 is a front view of an unfilled blowing agent of example 1 of the present invention;
FIG. 4 is a schematic structural view of a wall panel assembly of the present invention;
FIG. 5 is a front view of the wall panel assembly of the present invention;
FIG. 6 is a schematic structural diagram of embodiment 2 of the present invention;
description of the reference numerals:
in the figure: 1-top beam, 2-bottom beam, 3-frame column, 4-top wallboard, 5-middle wallboard, 6-bottom wallboard, 7-first shock-absorbing layer, 71-first upper shock-absorbing body, 72-first lower shock-absorbing body, 8-second shock-absorbing layer, 81-second upper shock-absorbing body, 82-second lower shock-absorbing body, 9-T type connecting piece, 10-foaming agent and 11-slot;
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first", "second", may explicitly or implicitly include one or more of the described features. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise. Furthermore, the terms "mounted," "connected," and "coupled" are to be construed broadly and may include, for example, fixed connections, removable connections, or integral connections; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in fig. 1-5:
the utility model provides an assembled is from shock attenuation wallboard structure, includes the frame, and the frame intermediate position is connected with three wallboard through T type connecting piece 9, for can dismantling between the adjacent wallboard to connect and adjacent wallboard junction is provided with the buffer layer, and the gap intussuseption between wallboard and the frame is filled with flexible filler material.
In this embodiment, the PU foaming agent 10 is selected as the flexible filling material, and other materials such as a rubber cushion or rubber foam may be selected for filling.
The frame includes the frame post 3 of two vertical settings, and the back timber 1 and the floorbar 2 welding that set up through the level between the frame post 3 can be dismantled and be connected, and the both ends of back timber 1 are close to the position connection on top with the side of frame post 3, and the both ends of floorbar 2 are close to the position connection of bottom with the side of frame post 3.
The bottom of the frame column 3 is connected with a mounting seat used for fixing with the ground.
In this embodiment, the frame columns 3, the top beams 1 and the bottom beams 2 are all made of i-shaped steel, and the cross sections of the frame columns 3, the top beams 1 and the bottom beams 2 are all i-shaped cross sections.
The frame is a steel frame with span of 5000mm and layer height of 3500mm. The section sizes and the material strengths of the top beam 1, the bottom beam 2 and the frame columns 3 are determined according to the design standards of a steel structure (GB 50017-2017) and the design specifications of earthquake resistance of buildings (GB 50011-2010).
The middle position of the frame is provided with a top wallboard 4, a middle wallboard 5 and a bottom wallboard 6 which are arranged from top to bottom along the vertical direction, the top wallboard 4 is connected with the middle wallboard 5 through a first damping layer 7, and the middle wallboard 5 is connected with the bottom wallboard 6 through a second damping layer 8.
First buffer layer 7 is including fixing first last shock-absorbing body 71 on top wallboard 4 bottom surface and fixing first shock-absorbing body 72 on middle part wallboard 5 top surface, and first last shock-absorbing body 71 is equipped with the recess on being close to first shock-absorbing body 72's terminal surface, first shock-absorbing body 72 be close to first last shock-absorbing body 71 be equipped with on the surface with recess complex lug, first last shock-absorbing body 71 and first shock-absorbing body 72 plug-in connection down to top wallboard 4 and middle part wallboard 5 plug-in connection.
T type connecting piece 9 includes horizontal plate and vertical board, is equipped with two bolt holes on the horizontal plate.
Three slots 11 are arranged on the surface of the top wallboard 4 close to the top beam 1, a vertical plate of a T-shaped connecting piece 9 is fixed in the slots 11, and the top wallboard 4 is connected with the top beam 1 through the T-shaped connecting piece 9.
The surfaces of the left side and the right side of the middle wall plate 5 close to the frame column 3 are respectively provided with a slot 11, a vertical plate of a T-shaped connecting piece 9 is fixed in the slot 11, and the middle wall plate 5 is connected with the frame column 3 through the T-shaped connecting piece 9.
The surface of the bottom wall plate 6 close to the bottom beam 2 is provided with three slots 11, a vertical plate of a T-shaped connecting piece 9 is fixed in the slots 11, and the bottom wall plate 6 is connected with the bottom beam 2 through the T-shaped connecting piece 9
The number of the wall panels in this embodiment is three, but not limited to three, and the number of the middle wall panels 5 can be adjusted to increase or decrease according to the actual height.
The embodiment also provides a construction method of the assembled self-damping wallboard structure, which comprises the following steps:
step one, manufacturing a frame: the top beam 1 and the bottom beam 2 are required to be welded or connected on the surface close to the frame column 3 through bolts;
step two, mounting the bottom wall plate 6: cleaning the surface of the bottom beam 2 to ensure the surface to be neat and flat, inserting the T-shaped connecting piece 9 into a slot 11 on the bottom surface of the bottom wallboard 6, then hoisting the bottom wallboard 6 to the bottom beam 2 in an aligning position, and finally fixing the T-shaped connecting piece 9 on the bottom beam 2 through a bolt;
step three, mounting the middle wall plate 5: inserting the T-shaped connecting pieces 9 into the slots 11 on the left and right end faces of the middle wallboard 5, inserting the grooves of the second upper shock absorbers 81 of the middle wallboard 5 and the bumps of the second lower shock absorbers 82 of the bottom wallboard 6 in an aligned position, aligning the T-shaped connecting pieces 9 at the two ends with the frame columns 3, and finally screwing the T-shaped connecting pieces 9 on the frame columns 3 through bolts;
step four, installing the top wall plate 4: inserting the T-shaped connecting piece 9 into the slot 11 on the upper surface of the top wallboard 4, inserting the groove of the first upper shock absorber 71 of the top wallboard 4 and the bump of the first lower shock absorber 72 of the middle wallboard 5 at the alignment position, aligning the T-shaped connecting piece 9 to the frame top beam 1, and finally screwing and fixing the T-shaped connecting piece 9 on the top beam 1 through a bolt;
step five, gap filling: the gap between the top wallboard 4 and the top beam 1, the gap between the middle wallboard 5 and the frame column 3, and the gap between the bottom wallboard 6 and the bottom beam 2 are filled with PU foaming agent 10.
Example 2
As shown in fig. 6, this embodiment is different from embodiment 1 in that the frame columns 3, the top beams 1 and the bottom beams 2 are all of a reinforced concrete structure, and fixing steel plates are embedded in positions of the frame columns 3, the top beams 1 and the bottom beams 2 close to the wall panels, except that other parts are the same as embodiment 1.
The section sizes, the reinforcing bars and the concrete strength grades of the top beam 1, the bottom beam 2 and the frame column 3 of the reinforced concrete frame are determined according to structural design specifications (GB 50010-2010) and building earthquake-resistant design specifications (GB 50011-2010).
The embodiment also provides a construction method of the assembled self-damping wallboard structure, which is characterized by comprising the following steps of:
step one, manufacturing a frame: selecting a reinforced concrete structure as a frame material, firstly installing a fixed plate at the positions of a top beam 1, a bottom beam 2 and a frame column 3 close to a wallboard, then pouring concrete, and waiting for the concrete to be solidified and formed;
step two, mounting the bottom wall plate 6: cleaning the surface of the bottom beam 2 to ensure that the surface is neat and flat, inserting the T-shaped connecting piece 9 into the bottom surface of the bottom wallboard 6, then hoisting the bottom wallboard 6 on the bottom beam 2 in an aligning position, and finally fixing the T-shaped connecting piece 9 on a fixing plate of the bottom beam 2 through a bolt;
step three, mounting the middle wall plate 5: inserting the T-shaped connecting pieces 9 into the end faces of the left side and the right side of the middle wallboard 5, inserting the grooves of the second upper shock absorption bodies 81 of the middle wallboard 5 and the lugs of the second lower shock absorption bodies 82 of the bottom wallboard 6 in an aligning position, aligning the T-shaped connecting pieces 9 at the two ends with the frame columns 3, and finally screwing and fixing the T-shaped connecting pieces 9 on the fixing plates of the frame columns 3 through bolts;
step four, installing the top wall plate 4: inserting the T-shaped connecting piece 9 into the upper surface of the top wallboard 4, inserting the groove of the first upper damping body 71 of the top wallboard 4 and the bump of the first lower damping body 72 of the middle wallboard 5 in an aligning position, aligning the T-shaped connecting piece 9 with the frame top beam 1, and finally screwing and fixing the T-shaped connecting piece 9 on the fixing plate of the top beam 1 through bolts;
step five, gap filling: the gap between the top wallboard 4 and the top beam 1, the gap between the middle wallboard 5 and the frame column 3, and the gap between the bottom wallboard 6 and the bottom beam 2 are filled with flexible filling materials.
The invention has simple installation and improved assembly efficiency, the wall boards can be prefabricated and formed without on-site manufacture, the wall boards are connected with the frame columns through the T-shaped connecting pieces, the direct connection between the wall boards and the frame is avoided, the wall boards can horizontally move under the driving of the T-shaped connecting pieces during earthquake, and the shock absorption layers between the wall boards can play a role in shearing hysteresis energy dissipation, thereby increasing the energy dissipation capacity of the frame and reducing the additional rigidity of the wall body to the frame structure; the wall outer displacement of wallboard unit can be restricted to T type connecting piece simultaneously to avoid the wallboard unit to be drawn and destroy and the plane collapses outward, extrude the dislocation each other and lead to the wallboard to damage the problem when effectively avoiding the earthquake between the wallboard, improve the wallboard greatly and change the facility, flexible filler material further protects the wallboard, prevents that wallboard and frame touching from leading to wearing and tearing to damage the problem even, improves life and stability.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. The utility model provides an assembled is from shock attenuation wallboard structure which characterized in that: the frame comprises a frame, the frame intermediate position is connected with a plurality of wallboards through T type connecting piece, and is adjacent can dismantle the connection between the wallboard, the wallboard junction is provided with the buffer layer, the wallboard with the gap intussuseption between the frame is filled with flexible filler material.
2. The fabricated self-dampening wall panel structure of claim 1, wherein: the frame comprises two vertically arranged frame columns, and the frame columns are detachably connected through a top beam and a bottom beam which are horizontally arranged.
3. The fabricated self-dampening wall panel structure of claim 2, wherein: the middle position of the frame is provided with a top wallboard, a middle wallboard and a bottom wallboard which are arranged from top to bottom along the vertical direction, the top wallboard is connected with the middle wallboard through a first shock absorption layer, and the middle wallboard is connected with the bottom wallboard through a second shock absorption layer.
4. A fabricated self-dampening wall panel structure according to claim 3, wherein: first shock-absorbing layer is including fixing first last damper on the top wallboard bottom surface with fix first damper on the middle part wallboard top surface, first last damper is close to be equipped with the recess on the terminal surface of first damper, first damper is close to first last damper be equipped with on the surface with recess complex lug.
5. A fabricated self-dampening wall panel structure according to claim 3, wherein: the second buffer layer is including fixing on the second on the middle part wallboard bottom surface shock absorber with fix shock absorber under the second on the bottom wallboard top surface, the shock absorber is close to on the second the terminal surface of shock absorber is equipped with the recess under the second, the shock absorber is close to under the second the shock absorber on the second on the surface be equipped with recess complex lug.
6. A fabricated self-dampening wall panel structure according to claim 3, wherein: the top wallboard is close to the surface of back timber passes through T type connecting piece with the back timber is connected, the middle part wallboard is close to the surface of frame post passes through T type connecting piece with the frame support connnection, the bottom wallboard is close to the surface of floorbar passes through T type connecting piece with the floorbar is connected.
7. The fabricated self-dampening wall panel structure of claim 1, wherein: the T-shaped connecting piece comprises a horizontal plate and a vertical plate, and bolt holes are formed in the horizontal plate.
8. The fabricated self-dampening wall panel structure of claim 2, wherein: the frame column, the top beam and the bottom beam are made of metal materials, and the cross sections of the frame column, the top beam and the bottom beam are I-shaped cross sections.
9. The fabricated self-dampening wall panel structure of claim 2, wherein: the frame column, the top beam and the bottom beam are all of reinforced concrete structures, and fixed steel plates are pre-buried in positions of the frame column, the top beam and the bottom beam close to the wall plate.
10. A construction method of an assembled self-damping wallboard structure is characterized by comprising the following steps:
step one, manufacturing a frame: connecting the top beam and the bottom beam with the surfaces of the frame columns to be close to each other; or the fixed plates are arranged at the positions of the top beam, the bottom beam and the frame column close to the wallboard, and then concrete pouring is carried out, and the concrete is solidified and formed;
step two, mounting of the bottom wallboard: cleaning the surface of the bottom beam, inserting the T-shaped connecting piece into the bottom surface of the bottom wallboard, then hoisting the bottom wallboard at the aligned position on the bottom beam, and fixing the T-shaped connecting piece on the bottom beam;
step three, mounting the middle wall plate: inserting T-shaped connecting pieces into the end faces of the left side and the right side of the middle wallboard, inserting a second upper damping body of the middle wallboard into a second lower damping body of the bottom wallboard, aligning the T-shaped connecting pieces at the two ends with the frame column, and fixing the T-shaped connecting pieces on the frame column;
step four, installing a top wallboard: inserting a T-shaped connecting piece into the upper surface of the top wallboard, inserting a first upper damping body of the top wallboard into a first lower damping body of the middle wallboard, aligning the T-shaped connecting piece with the frame top beam, and fixing the T-shaped connecting piece on the top beam;
step five, gap filling: the gap between the wall panel and the frame is filled with a flexible filler material.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210411843.5A CN115387506A (en) | 2022-04-19 | 2022-04-19 | Assembled self-damping wallboard structure and construction method thereof |
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| CN202210411843.5A CN115387506A (en) | 2022-04-19 | 2022-04-19 | Assembled self-damping wallboard structure and construction method thereof |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206308895U (en) * | 2016-12-06 | 2017-07-07 | 徐自胜 | A kind of light-weight environment-friendly pure water silt wallboard |
| CN110080429A (en) * | 2019-04-29 | 2019-08-02 | 广州大学 | A kind of assembled shock absorption wall structure connecting structure and its construction method |
| CN110158762A (en) * | 2019-06-21 | 2019-08-23 | 山东联兴绿厦建筑科技有限公司 | Prefabricated steel structure frame supports room |
-
2022
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206308895U (en) * | 2016-12-06 | 2017-07-07 | 徐自胜 | A kind of light-weight environment-friendly pure water silt wallboard |
| CN110080429A (en) * | 2019-04-29 | 2019-08-02 | 广州大学 | A kind of assembled shock absorption wall structure connecting structure and its construction method |
| CN110158762A (en) * | 2019-06-21 | 2019-08-23 | 山东联兴绿厦建筑科技有限公司 | Prefabricated steel structure frame supports room |
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Application publication date: 20221125 |