CN108678160A - Damping wallboard frame connection structure and its construction method - Google Patents
Damping wallboard frame connection structure and its construction method Download PDFInfo
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- CN108678160A CN108678160A CN201810736603.6A CN201810736603A CN108678160A CN 108678160 A CN108678160 A CN 108678160A CN 201810736603 A CN201810736603 A CN 201810736603A CN 108678160 A CN108678160 A CN 108678160A
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- wall panel
- panel element
- slot
- connecting seat
- double flute
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- 238000013016 damping Methods 0.000 title claims abstract description 44
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 239000000463 material Substances 0.000 claims description 15
- 238000012856 packing Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 description 5
- 230000008602 contraction Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000996 additive effect Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001595 contractor effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
-
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention provides a kind of damping wallboard frame connection structures, including building frame, wallboard group, first flexible connecting device, double flute connecting seat and single slot connecting seat, wallboard group includes third wall panel element, first wall panel element and at least one second wall panel element, double flute connecting seat connects each wall panel element, double flute connecting seat one end is fixedly connected with building frame, the other end is clamped by the first flexible connecting device, and first flexible connecting device be connected with building frame, first wall panel element bottom end is connected by single slot connecting seat with building frame, single slot connecting seat includes embedded groove.In addition, the present invention also provides the construction methods of damping wallboard frame connection structure.The present invention avoids passing through screw rod and directly pushes and pulls wallboard wallboard is concentrated with screw rod contact stress by improving the connection type of wallboard and frame, prevents wallboard tensile failure.
Description
Technical field
The present invention relates to building fields, more particularly to a kind of damping wallboard frame connection structure and its construction method.
Background technology
Frame structure is because being one of the most widely used structural system in architectural engineering.Usually set at wall panel element both ends
Set rigid ends and flexible ends.In practical earthquake, sidesway occurs for frame, pushes and pulls wall panel element by rigid ends, flexible ends limit
Wall panel element motion outside plane protects wallboard complete, realizes that wallboard plays damping energy-dissipating property, reduces the earthquake of wall itself,
It does not generate excessive effect of contraction and additional stiffness to building frame construction simultaneously, wallboard can be limited, the outer unstability of plane occurs.
But this kind construction be by the screw rod across wall panel element come push and pull wall panel element realize wall panel element movement, this make screw rod with
Wall panel element contact stress is concentrated so as to cause wall panel element tensile failure.
Invention content
In order to solve the above technical problems, the purpose of the present invention is to provide a kind of damping wallboard frame connection structure, improve
The connection type of wallboard and frame, avoids passing through screw rod and directly pushes and pulls wallboard wallboard is concentrated with screw rod contact stress,
While preventing wallboard tensile failure, the integrality of wallboard is protected, reduces the earthquake of wall itself, the effect of contraction of frame structure
And additive effect, realize wallboard shock absorption energy consumption.
Based on this, the present invention proposes a kind of damping wallboard frame connection structure, including building frame, wallboard group, first
Flexible connecting device, double flute connecting seat and single slot connecting seat, the wallboard group include the first wall panel element, third wall panel element with
And at least one second wall panel element, the third wall panel element, second wall panel element and first wall panel element by
The double flute connecting seat connection is passed sequentially through under；
The double flute connecting seat includes the first slot and the second slot, and first slot and the second slot are disposed opposite to each other；Described second
Wall panel element and the third wall panel element are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat, first wallboard
Unit and second wall panel element are respectively embedded into the first slot and the second slot of another corresponding double flute connecting seat, and work as described second
When wall panel element is two or more, two adjacent second wall panel elements are respectively embedded into corresponding double flute connecting seat
First slot and the second slot；
By being fixedly connected with the building frame, the other end is connected by first flexibility for double flute connecting seat one end
Connection device is clamped, and first flexible connecting device is connected with the building frame, first wall panel element bottom
End is connected by single slot connecting seat with the building frame, and the list slot connecting seat includes embedded groove, first wall
The bottom end of plate unit is embedded in the embedded groove.
Optionally, the building frame includes top beam, bottom girder and two frame columns, and the top beam and the bottom girder are set parallel
It sets, and each frame column is fixedly connected with the top beam and the bottom girder, the double flute connecting seat and the frame column
It is fixedly connected, first flexible connecting device is connected with the frame column, and first wall panel element bottom end passes through described
Single slot connecting seat is connected with the bottom girder.
Optionally, the both ends of the third wall panel element are clamped by second flexible connecting device, and institute
The second flexible connecting device is stated with the building frame to be connected.
Optionally, it is all provided between the wallboard group and the top beam, between the wallboard group and the frame column flexible
Packing material.
Optionally, between the third wall panel element and the double flute connecting seat, second wall panel element with it is described double
Between slot connecting seat, between first wall panel element and the double flute connecting seat, first wall panel element and single slot
Damping layer is equipped between connecting seat.
Optionally, the section of the double flute connecting seat is H-shaped, and the section of the list slot connecting seat is U-shaped.
The present invention also proposes a kind of construction method of damping wallboard frame connection structure, includes the following steps：
(1) single slot connecting seat is connected to the bottom of building frame, and the bottom end of the first wall panel element is embedded at single slot
In the embedded groove of connecting seat；
(2) top of first wall panel element is embedded in the first slot of double flute connecting seat, by the second wall panel element
Bottom end be embedded in the second slot of the double flute connecting seat, and pass through the first flexible connecting device and double flute connection be clamped
Seat, and first flexible connecting device is connected on the building frame；Wherein, when second wall panel element is at least
At two, two adjacent the second wall panel elements are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat, and is led to
It crosses the first flexible connecting device and corresponding double flute connecting seat is clamped, and first flexible connecting device is connected to the building
On frame；
(3) third wall panel element is placed in the top side of the building frame, by the institute adjacent with the third wall panel element
The top for stating the second wall panel element is embedded in corresponding first slot, and the bottom end of the third wall panel element is embedded at accordingly
In second slot, and corresponding double flute connecting seat is clamped by the first flexible connecting device, and by first flexible connecting device
It is connected on the building frame.
Optionally, the step (1) includes the following steps：
Single slot connecting seat is welded on the bottom girder of the building frame, and damping layer is laid in the embedded groove；
The bottom end of first wall panel element is arranged in the embedded groove.
Optionally, the step (2) includes the following steps：
The U-shaped card part of the double flute connecting seat and H-type groove steel are clamped, and pass through the screw rod of the double flute connecting seat
The both ends for locking the U-shaped card part make the U-shaped card part connect the H-type groove steel；
The top of first wall panel element is embedded in first slot, first flexible connecting device is clamped
The H-type groove steel, while being connected on the frame column of the building frame, and on the inside of first slot with first wallboard
It is laid with damping layer between unit, in second slot；
The bottom end of second wall panel element is embedded in second slot；Wherein, when second wall panel element is set
When being set at least two, two adjacent the second wall panel elements are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat
It is interior, and the H-type groove steel is clamped by the first flexible connecting device, and first flexible connecting device is connected to described build
It builds on frame.
Optionally, the step (3) includes the following steps：
The U-shaped card part of corresponding double flute connecting seat and H-type groove steel are clamped, and pass through corresponding double flute connecting seat
Screw rod locks the both ends of the U-shaped card part, and corresponding U-shaped card part is made to connect corresponding H-type groove steel；
The top of second wall panel element adjacent with the third wall panel element is embedded in corresponding first slot,
The H-type groove steel is clamped in first flexible connecting device, while being connected on the frame column of the building frame, and in phase
On the inside of the first slot answered damping layer is laid with between second wall panel element, in corresponding second slot；
The bottom end of the third wall panel element is embedded in corresponding second slot；
Third wall panel element both ends are clamped in second flexible connecting device respectively, and second flexible connection is filled
It sets on two frame columns for being connected to the building frame；
Between wallboard group and two frame columns, between the third wall panel element and the top beam of the building frame
Insert flexible packing material.
The present invention's passes through a kind of damping wallboard frame connection structure of offer and its construction method, including building frame, wall
Board group, the first flexible connecting device, double flute connecting seat and single slot connecting seat, improve the connection between building frame and wall panel element
Mode drives wallboard planar horizontal movement by pushing and pulling double flute connecting seat when earthquake, protects the integrality of wallboard, realizes
Wall panel element plays damping energy-dissipating property, reduces the earthquake of wall itself, while not generating excessive pact to building frame construction
Shu Zuoyong and additional stiffness can prevent wall panel element from the outer unstability of plane occurs.
Description of the drawings
Fig. 1 is the structural schematic diagram of the embodiment of the present invention.
Fig. 2 is the structural schematic diagram of double flute connecting seat of the embodiment of the present invention.
Fig. 3 is the structural schematic diagram of list slot connecting seat of the embodiment of the present invention.
Reference sign：
1, building frame；2, wallboard group；3, the first flexible connecting device；4, double flute connecting seat；5, single slot connecting seat；6,
Two flexible connecting devices；7, flexible packing material.
11, top beam；12, bottom girder；13, frame column.
21, third wall panel element；22, the second wall panel element；23, the first wall panel element.
41, U-shaped card part；42, H-type groove steel.
Specific implementation mode
In the description of the present invention, it should be noted that term "center", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as pair
The limitation of the present invention.In addition, term " first ", " second ", " third " are used for description purposes only, and it should not be understood as instruction or dark
Show relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
In addition, in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more.
With reference to the accompanying drawings and examples, the specific implementation mode of the present invention is described in further detail.Implement below
Example is not limited to the scope of the present invention for illustrating the present invention.
For the ordinary skill in the art, above-mentioned term in the present invention specific can be understood with concrete condition
Meaning.
Please refer to Fig. 1, the present embodiment provides a kind of damping wallboard frame connection structure, including building frame 1, wallboard group 2,
First flexible connecting device 3, double flute connecting seat 4 and single slot connecting seat 5, wallboard group 2 include the first wall panel element 23, third wallboard
Unit 21 and at least one second wall panel element 22, third wall panel element 21, the second wall panel element 22 and the first wall panel element
23 from top to bottom pass sequentially through the connection of double flute connecting seat 4, and double flute connecting seat 4 includes the first slot and the second slot, the first slot and second
Slot is disposed opposite to each other；Second wall panel element 22 and third wall panel element 21 are respectively embedded into the first slot and of corresponding double flute connecting seat 4
Two slots, the first wall panel element 23 and the second wall panel element 22 are respectively embedded into the first slot and second of another corresponding double flute connecting seat 4
Slot, and when the second wall panel element 22 is two or more, two adjacent second wall panel elements 22 are respectively embedded into accordingly
The first slot and the second slot；4 one end of double flute connecting seat is fixedly connected with building frame 1, and the other end is filled by the first flexible connection
It sets 3 to be clamped, and the first flexible connecting device 3 is connected with building frame 1,23 bottom end of the first wall panel element is connected by single slot
Joint chair 5 is connected with building frame 1, and single slot connecting seat 5 includes embedded groove, and the bottom end of the first wall panel element 23 is embedded at embedded groove
It is interior.In the first flexibility of this double flute connecting seat 4 of the two double flute connecting seats 4 with clamping of 22 upper and lower ends of the second wall panel element
Attachment device 3 is reversed.In the present embodiment, the double flute connecting seat of third wall panel element 21 and the second wall panel element 22 is connected
4, left end is clamped by the first flexible connecting device 3, and right end is at this double flute connecting seat 4 and building frame rigid connection.
And the double flute connecting seat 4 of the second wall panel element 22 and the first wall panel element 23 is connected, left end is this double flute connecting seat 4 and building
At frame rigid connection, right end is clamped by the first flexible connecting device 3.In earthquake, sidesway, band occur for building frame 1
Sidesway occurs for dynamic double flute connecting seat 4, third wall panel element 21 and 22 sidesway of the second wall panel element is thus driven, to protect wallboard
Integrality, while not generating excessive effect of contraction and additional stiffness to 1 structure of building frame.At this point, passing through setting first
Flexible connecting device 3 ensures the 3 opposite sliding of double flute connecting seat 4 and the first flexible connecting device, to drive third wall panel element
21 and second opposite first flexible connecting device 3 of wall panel element 22 slide, prevent the second wall panel element 22 from the outer unstability of plane occurs.
In addition, two double flute connecting seats 4 of 22 upper and lower ends of the second wall panel element and the first flexible connection that this double flute connecting seat 4 is clamped
Device 3 exchanges setting, it is therefore an objective to which two neighbouring wallboards can force phase between wallboard in relative motion under geological process
To sliding, realizes that wall panel element plays damping energy-dissipating property, reduce the earthquake of wall itself.
In the present embodiment, the second wall panel element 22 is one, in other embodiments, the quantity of the second wall panel element 22
It can be arranged on demand, and be connected by double flute connecting seat 4 between each two adjacent second wall panel element 22.
Building frame 1 includes top beam 11, bottom girder 12 and two frame columns 13, and top beam 11 and bottom girder 12 are arranged parallel, and every
One frame column 13 is fixedly connected with top beam 11 and bottom girder 12, and double flute connecting seat 4 is fixedly connected with frame column 13, and the first flexibility is even
Connection device 3 is connected with frame column 13, and 23 bottom end of the first wall panel element is connected by single slot connecting seat 5 with bottom girder 12.By wall
Board group 2 is mounted in building frame 1, meets the building requirements such as space separates and outside is gone along with sb. to guard him.
Specifically, the both ends of third wall panel element 21 are clamped by the second flexible connecting device 6, and second is flexible
Attachment device 6 is connected with building frame 1.In earthquake, building frame 1 drives third wall panel element by double flute connecting seat 4
21, by the way that the second flexible connecting device 6 is arranged, ensureing can be relatively sliding with the second flexible connecting device 6 with third wall panel element 21
It is dynamic, prevent third wall panel element 21 from the outer unstability of plane occurs.
It is noted that being all provided with flexible filling between wallboard group 2 and top beam 11, between wallboard group 2 and frame column 13
Material 7.Between third wall panel element 21 and top beam 11, between third wall panel element 21 and frame column 13, the second wall panel element
It is filled between 22 and frame column 13 and between the first wall panel element 23 and frame column 13.In earthquake, 1 band of building frame
It moves each wall panel element and double flute connecting seat 4 adjacent thereto or reciprocating horizontal motion, flexibility filling material occurs for single slot connecting seat 5
Material 7 can be compressed rapidly, is discharged enough spaces, is prevented wallboard from being destroyed.In an embodiment of the present invention, flexible filling
Material 7 is PU foaming agents, in other examples, others material may be selected, such as PE foaming agents.
Between third wall panel element 21 and double flute connecting seat 4, between the second wall panel element 22 and double flute connecting seat 4, first
It is equipped with damping layer between wall panel element 23 and double flute connecting seat 4, between the first wall panel element 23 and single slot connecting seat 5.On ground
When shake, sidesway can occur for building frame 1, and wallboard group 2 is driven to carry out the horizontal reciprocating movement in plane, be damped by being arranged
Layer, between each wallboard when relative motion, damping layer can be destroyed, and generated shearing lag return energy consumption, reduced seismic structural response.
It is noted that damping layer is SBS coiled material layers can select other materials in other embodiments, such as low-intensity sand
Slurry.
Specifically, the section of double flute connecting seat 4 is H-shaped, and the section of single slot connecting seat 5 is U-shaped；The one of double flute connecting seat 4
End includes a conducting wire rigid-connecting device, this conducting wire rigid-connecting device includes U-shaped card part 41, H-type groove steel 42 and screw rod, U-shaped card part
41 both ends are respectively equipped with first through hole, and two first through hole are oppositely arranged, and double flute connecting seat 4 is equipped with the second through-hole, U-shaped card
Part 41 is clamped H-type groove steel 42, and screw rod passes through first through hole and the second through-hole, and screw rod locks at the both ends of U-shaped card part 41 to connect
H-type groove steel 42 is connect, U-shaped card part 41 is connected on frame column 13, and the one end of H-type groove steel 42 far from U-shaped card part 41 is soft by first
Property attachment device 3 is clamped, and the second slot and the first slot are disposed opposite to each other on H-type groove steel.It is achieved in the one of double flute connecting seat 4
End is rigidly connected with frame column 13, and the other end of double flute connecting seat 4 is reached using the clamping of the first flexible connecting device 3 and frame
The purpose that trestle 13 is flexibly connected.In earthquake, sidesway occurs for building frame 1, and H-type groove is driven by pushing and pulling U-shaped card part 41
Steel 42, and wall panel element is attached by H-type groove steel 42 with adjacent wall board unit, and then drive wall panel element sidesway.U-shaped card
Part 41 drives H-type groove steel 42 by screw rod, avoids and directly pushes and pulls wallboard caused by wall panel element and screw rod contact surface with screw rod
Stress concentration prevents wallboard tensile failure.
In addition, each first flexible connecting device 3 or the second flexible connecting device 6 include two angle steel, two angles
Steel is oppositely arranged and third wall panel element 21 or H-type groove steel 42 is clamped in centre.
The present embodiment additionally provides the construction method of damping wallboard frame connection structure, includes the following steps：
(1) single slot connecting seat 5 is connected to the bottom of building frame 1, and the bottom end of the first wall panel element 23 is embedded at
In the embedded groove of single slot connecting seat 5.
In this step, single slot connecting seat 5 is welded on the bottom girder 12 of building frame 1 first, and is laid in embedded groove
Damping layer.The bottom end of the first wall panel element 23 is arranged in embedded groove again.
(2) top of the first wall panel element 23 is embedded in the first slot of double flute connecting seat 4, by the second wall panel element 22
Bottom end be embedded in the second slot of double flute connecting seat 4, and double flute connecting seat 4 is clamped by the first flexible connecting device 3, and will
First flexible connecting device 3 is connected on building frame 1；It wherein, will be adjacent when the second wall panel element 22 is at least two
Two the second wall panel elements 22 are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat 4, and even by the first flexibility
Double flute connecting seat 4 is clamped in connection device 3, and the first flexible connecting device 3 is connected on building frame 1.
In this step, the U-shaped card part 41 of double flute connecting seat 4 and H-type groove steel 42 are clamped first, and is connected by double flute
The both ends of the screw rod locking U-shaped card part 41 of joint chair 4, make U-shaped card part 41 connect H-type groove steel 42.Then by the first wall panel element 23
Top be embedded in the first slot, by the first flexible connecting device 3 clamping H-type groove steel 42, while being connected to the frame of building frame 1
On trestle 13, and damping layer is laid between the first wall panel element 23, in the second slot on the inside of the first slot.Again by the second wallboard
The bottom end of unit 22 is embedded in the second slot；Wherein, when the second wall panel element 22 is set as at least two, by adjacent two
Second wall panel element 22 is respectively embedded into the first slot and the second slot of corresponding double flute connecting seat 4, and is filled by the first flexible connection
3 clamping H-type groove steel 42 are set, and the first flexible connecting device 3 is connected on building frame 1.
(3) third wall panel element 21 is placed in the top side of building frame 1, by second wall adjacent with third wall panel element 21
The top of plate unit 22 is embedded in corresponding first slot, and the bottom end of third wall panel element 21 is embedded at corresponding second slot
It is interior, and double flute connecting seat 4 is clamped by the first flexible connecting device 3, and the first flexible connecting device 3 is connected to building frame
On 1.
In this step, the U-shaped card part 41 of double flute connecting seat 4 and H-type groove steel 42 are clamped first, and is connected by double flute
The both ends of the screw rod locking U-shaped card part 41 of joint chair 4, make U-shaped card part 41 connect H-type groove steel 42.It then will be with third wall panel element
The top of 21 the second adjacent wall panel elements 22 is embedded in corresponding first slot, and H-type groove is clamped in the first flexible connecting device 3
Steel 42, while being connected on the frame column 13 of building frame 1, and on the inside of the first slot between the second wall panel element 22, second
Damping layer is laid in slot.The bottom end of third wall panel element 21 is embedded in corresponding second slot.Again by the second flexible connection
21 both ends of third wall panel element are clamped in device 6 respectively, and the second flexible connecting device 6 is connected to the two of building frame 1
On a frame column 13.Finally again between wallboard group 2 and two frame columns 13, the top of third wall panel element 21 and building frame 1
Flexible packing material 7 is inserted between beam 11.
Wherein, the step of laying damping layer includes：First is filled on needing the building surface for being laid with the damping layer to build
Glue is built, sets damping layer material on first building adhesive upper berth, then fill the second building adhesive on damping layer material.In earthquake
When, it mutually slides between each wall panel element, damping layer can be destroyed, this also plays dissipation building frame 1 and passes to wallboard
The effect of the seismic energy of group 2, the seismic response of reduction wallboard group 2.
In conclusion the present invention by providing a kind of damping wallboard frame connection structure, passes through improvement wall panel element and frame
The connection structure of frame is arranged double flute connecting seat 4, avoids screw rod and directly connect with wall panel element, wallboard and screw rod contact surface
Stress concentration while preventing wallboard tensile failure, protects the integrality of wallboard, reduces earthquake, the frame structure of wall itself
Effect of contraction and additive effect, limitation wallboard the outer unstability of plane occurs.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, several improvement and replacement can also be made, these improve and replace
Also it should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of damping wallboard frame connection structure, which is characterized in that including building frame, wallboard group, the first flexible connection dress
It sets, double flute connecting seat and single slot connecting seat, the wallboard group includes the first wall panel element, third wall panel element and at least one
Second wall panel element, the third wall panel element, second wall panel element and first wall panel element are from top to bottom successively
It is connected by the double flute connecting seat；
The double flute connecting seat includes the first slot and the second slot, and first slot and the second slot are disposed opposite to each other；Second wallboard
Unit and the third wall panel element are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat, first wall panel element
It is respectively embedded into the first slot and the second slot of another corresponding double flute connecting seat with second wall panel element, and works as second wallboard
When unit is two or more, two adjacent second wall panel elements are respectively embedded into the first of corresponding double flute connecting seat
Slot and the second slot；
By being fixedly connected with the building frame, the other end is filled by first flexible connection for double flute connecting seat one end
It sets and is clamped, and first flexible connecting device is connected with the building frame, first wall panel element bottom end is logical
It crosses single slot connecting seat with the building frame to be connected, the list slot connecting seat includes embedded groove, the first wallboard list
The bottom end of member is embedded in the embedded groove.
2. damping wallboard frame connection structure according to claim 1, which is characterized in that the building frame includes top
Beam, bottom girder and two frame columns, the top beam and the bottom girder are arranged parallel, and each frame column with the top beam and
The bottom girder is fixedly connected, and the double flute connecting seat is fixedly connected with the frame column, first flexible connecting device and institute
It states frame column to be connected, first wall panel element bottom end is connected by single slot connecting seat with the bottom girder.
3. damping wallboard frame connection structure according to claim 2, which is characterized in that the two of the third wall panel element
End is clamped by second flexible connecting device, and second flexible connecting device is connected with the building frame
It connects.
4. damping wallboard frame connection structure according to claim 2, which is characterized in that the wallboard group and the top beam
Between, between the wallboard group and the frame column be all provided with flexible packing material.
5. damping wallboard frame connection structure according to claim 1, which is characterized in that the third wall panel element and institute
State between double flute connecting seat, between second wall panel element and the double flute connecting seat, first wall panel element with it is described
It is equipped with damping layer between double flute connecting seat, between first wall panel element and single slot connecting seat.
6. damping wallboard frame connection structure according to claim 1, which is characterized in that the section of the double flute connecting seat
Section for H-shaped, the list slot connecting seat is U-shaped.
7. a kind of construction method of damping wallboard frame connection structure, which is characterized in that include the following steps：
(1) single slot connecting seat is connected to the bottom of building frame, and the bottom end of the first wall panel element is embedded at single slot and is connected
In the embedded groove of seat；
(2) top of first wall panel element is embedded in the first slot of double flute connecting seat, by the bottom of the second wall panel element
End is embedded in the second slot of the double flute connecting seat, and the double flute connecting seat is clamped by the first flexible connecting device, and
First flexible connecting device is connected on the building frame；Wherein, when second wall panel element is at least two
When, two adjacent the second wall panel elements are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat, and pass through
Corresponding double flute connecting seat is clamped in one flexible connecting device, and first flexible connecting device is connected to the building frame
On；
(3) third wall panel element is placed in the top side of the building frame, by adjacent with the third wall panel element described
The top of two wall panel elements is embedded in corresponding first slot, and the bottom end of the third wall panel element is embedded at corresponding second
In slot, and corresponding double flute connecting seat is clamped by the first flexible connecting device, and first flexible connecting device is connected
On the building frame.
8. the construction method of damping wallboard frame connection structure according to claim 7, which is characterized in that the step
(1) include the following steps：
Single slot connecting seat is welded on the bottom girder of the building frame, and damping layer is laid in the embedded groove；
The bottom end of first wall panel element is arranged in the embedded groove.
9. the construction method of damping wallboard frame connection structure according to claim 7, which is characterized in that the step
(2) include the following steps：
The U-shaped card part of the double flute connecting seat and H-type groove steel are clamped, and locked by the screw rod of the double flute connecting seat
The both ends of the U-shaped card part make the U-shaped card part connect the H-type groove steel；
The top of first wall panel element is embedded in first slot, described in first flexible connecting device clamping
H-type groove steel, while being connected on the frame column of the building frame, and on the inside of first slot with first wall panel element
Between, in second slot be laid with damping layer；
The bottom end of second wall panel element is embedded in second slot；Wherein, when second wall panel element is set as
When at least two, two adjacent the second wall panel elements are respectively embedded into the first slot and the second slot of corresponding double flute connecting seat,
And the H-type groove steel is clamped by the first flexible connecting device, and first flexible connecting device is connected to the building
On frame.
10. the construction method of damping wallboard frame connection structure according to claim 7, which is characterized in that the step
(3) include the following steps：
The U-shaped card part of corresponding double flute connecting seat and H-type groove steel are clamped, and pass through the screw rod of corresponding double flute connecting seat
The both ends for locking the U-shaped card part make corresponding U-shaped card part connect corresponding H-type groove steel；
The top of second wall panel element adjacent with the third wall panel element is embedded in corresponding first slot, by institute
It states the first flexible connecting device and the H-type groove steel is clamped, while being connected on the frame column of the building frame, and corresponding
On the inside of first slot damping layer is laid with between second wall panel element, in corresponding second slot；
The bottom end of the third wall panel element is embedded in corresponding second slot；
Third wall panel element both ends are clamped in second flexible connecting device respectively, and second flexible connecting device is divided
It is not connected on two frame columns of the building frame；
It is filled out between wallboard group and two frame columns, between the third wall panel element and the top beam of the building frame
Enter flexible packing material.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810736603.6A CN108678160A (en) | 2018-07-06 | 2018-07-06 | Damping wallboard frame connection structure and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810736603.6A CN108678160A (en) | 2018-07-06 | 2018-07-06 | Damping wallboard frame connection structure and its construction method |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724558A (en) * | 2017-10-20 | 2018-02-23 | 广州大学 | Shock absorption wall structure connecting structure and its construction method |
| CN107740531A (en) * | 2017-08-31 | 2018-02-27 | 河北建筑工程学院 | Assembled wallboard and its attachment structure |
| CN207453184U (en) * | 2017-10-19 | 2018-06-05 | 广州大学 | A kind of connection structure for the prefabricated damping wallboard of frame structure |
| CN208668595U (en) * | 2018-07-06 | 2019-03-29 | 广州大学 | Damping wallboard frame connection structure |
-
2018
- 2018-07-06 CN CN201810736603.6A patent/CN108678160A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740531A (en) * | 2017-08-31 | 2018-02-27 | 河北建筑工程学院 | Assembled wallboard and its attachment structure |
| CN207453184U (en) * | 2017-10-19 | 2018-06-05 | 广州大学 | A kind of connection structure for the prefabricated damping wallboard of frame structure |
| CN107724558A (en) * | 2017-10-20 | 2018-02-23 | 广州大学 | Shock absorption wall structure connecting structure and its construction method |
| CN208668595U (en) * | 2018-07-06 | 2019-03-29 | 广州大学 | Damping wallboard frame connection structure |
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