CN110387987A - A kind of assembled wall body structure and its installation method with door or window - Google Patents
A kind of assembled wall body structure and its installation method with door or window Download PDFInfo
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- CN110387987A CN110387987A CN201910669303.5A CN201910669303A CN110387987A CN 110387987 A CN110387987 A CN 110387987A CN 201910669303 A CN201910669303 A CN 201910669303A CN 110387987 A CN110387987 A CN 110387987A
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- wall
- window
- door
- lower wall
- body structure
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- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000009434 installation Methods 0.000 title claims abstract description 15
- 230000000452 restraining effect Effects 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims description 40
- 239000006260 foam Substances 0.000 claims description 12
- 239000003292 glue Substances 0.000 claims description 10
- 239000007779 soft material Substances 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 abstract 1
- 239000011799 hole material Substances 0.000 description 45
- 230000000694 effects Effects 0.000 description 8
- 238000005452 bending Methods 0.000 description 6
- 230000006378 damage Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 229920000742 Cotton Polymers 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000013475 authorization Methods 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000003190 viscoelastic substance Substances 0.000 description 1
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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the 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
- 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
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
Abstract
The present invention provides a kind of assembled wall body structure and its installation method with door or window is related to wall assembly field.Assembled wall body structure with door or window includes frame and the enclosure wall that is embedded in frame, frame includes upper and lower spaced apart top beam and bottom beam, and spaced apart two columns in left and right, enclosure wall includes the upper wall of seperated arrangement and the lower wall for offering doorway or window, upper wall connecting is in the downside of top beam, lower wall connecting is in the upside of bottom beam, doorway or window are in the top edge of lower wall or less position, viscoplasticity buffer layer is equipped between the top edge of lower wall and the lower edge of upper wall, two columns are respectively provided with the metope restraining structure for preventing lower wall from toppling over close to the side of lower wall.If geological process makes top beam that vertical deformation occur, extruding force is buffered and absorbed by the deformation of viscoplasticity buffer layer, is played between every lining protective effect, it is ensured that use reliability in emergency circumstances.
Description
Technical field
The present invention relates to wall mounting technology fields, and in particular to a kind of assembled wall body structure with door or window and its
Installation method.
Background technique
With the development of building construction technology, assembled wall is installed in concrete frame structure and is gradually widely used in
In all kinds of building constructions, wherein assembled wall is divided into enclosure wall and shear wall, and enclosure wall only plays separation and goes along with sb. to guard him space
Effect;And shear wall would generally be with frame structure shared to the dissipation effect of horizontal shear.
Chinese invention patent as Authorization Notice No. is CN105672532B, authorized announcement date is 2017.12.22 discloses
A kind of fabricated shear wall and its installation method, and specifically disclosing fabricated shear wall includes upper wall piece, lower wall piece and encirclement
The floor precast frame of upper wall piece and lower wall piece, floor precast frame include that top frame arranged in parallel is set a roof beam in place and floor frame
The frame column that top frame is set a roof beam in place with ground Vierendeel girder two sides is set a roof beam in place and is vertically arranged to, the bottom end that top frame is set a roof beam in place is embedded with
A connection piece, the section of stretching out of the first connector contact with the top metope of upper wall piece and pass through the connection of the first fastener;Floor frame
The top set a roof beam in place is embedded with the second connector, and the section of stretching out of the second connector contacts with the bottom end metope of lower wall piece and passes through second
Fastener connection;The top of lower wall piece is connect with the bottom end of upper wall piece by middle part connection component.
Middle part connection component includes the third junction steel plate for being set to lower wall piece top, in the section of stretching out of third junction steel plate
Equipped with third through-hole, the bottom end of upper wall piece is equipped with the third duct of the bar shaped cooperated with third through-hole, third through-hole and third hole
Road is connected by third fastener;Under big shake effect, the upper and lower mutual changing of the relative positions of wall piece, bar shaped of the third fastener in upper wall piece
Certain position sliding can be carried out in duct, due to the starting dissipation seismic energy of scraping mechanism.
When earthquake occurs, upper wall piece sets a roof beam in place relative to top frame and (is equivalent to the top beam in this programme) and fixes, lower wall piece
It is fixed relative to ground Vierendeel girder (being equivalent to the bottom beam in this programme), the constraint of upper wall piece and lower wall piece in middle part connection component
Under, the generation of the horizontal changing of the relative positions of the two is realized by duct.But it can not only make top beam and bottom beam generation horizontal wrong when earthquake generation
It is dynamic, and top beam and bottom beam can be caused to generate vertical deformation, vertical deformation drive upper wall piece and lower wall piece occur it is vertical close and
The movement being located remotely from each other, middle part connection component plays rigid constraint to upper wall piece and lower wall piece in a vertical direction, so that at this time
Upper wall piece, lower wall piece and middle part connection component by vertical active force when there may be destructions.
In particular, if the structure of shear wall in the prior art is directly applied on the enclosure wall for offering door or window
When, since the presence of door or window reduces the plane integrity degree of wall, under squeezing action, the wall for offering door or window more holds
It is easily crushed destruction, and then damaging doorframe or window frame makes door or window can not be normally-open, eventually leads to escape route and is blocked, In
Use reliability in emergency circumstances is low.
Summary of the invention
To solve the above-mentioned problems, the object of the present invention is to provide a kind of assembled wall knot with door or window
Structure is easy to be crushed destruction to solve to offer the wall of door or window, and then damaging doorframe or window frame makes door or window can not be normal
It opens, the low problem of use reliability in case of emergency.Meanwhile the object of the present invention is to provide one kind with door or
The installation method of the assembled wall body structure of window is easy to be crushed destruction, and then damages to solve to offer the wall of door or window
Doorframe or window frame make door or window can not be normally-open, the low problem of use reliability in case of emergency.
The technical solution of assembled wall body structure with door or window of the invention are as follows:
Assembled wall body structure with door or window includes frame and the enclosure wall that is embedded in frame, and the frame includes
Upper and lower spaced apart top beam and spaced apart two columns of bottom beam and left and right, the enclosure wall include seperated arrangement
Upper wall and the lower wall for offering doorway or window, the upper wall connecting exist in the downside of top beam, the lower wall connecting
The upside of bottom beam, the doorway or window are in the top edge of lower wall or less position, the top edge of the lower wall and upper wall
Viscoplasticity buffer layer is equipped between the lower edge of body, described two columns are respectively provided with close to the side of lower wall and prevent down
The metope restraining structure that wall is toppled over.
The utility model has the advantages that between upper wall and lower wall be arranged viscoplasticity buffer layer, when an earthquake occurs, top beam relative to
The generation horizontal displacement of bottom beam, and upper wall is driven to generate horizontal sliding, upper wall and the opposite fortune of lower wall relative to lower wall
Dynamic energy is dissipated by the shearing lag return effect of viscoplasticity buffer layer;If geological process makes top beam that vertical deformation occur
When, top beam presses downwards wall and wall is made to squeeze lower wall, and viscoplasticity buffer layer is under the action of vertical squeeze at this time
Compressive deformation occurs, the deformation of thickness direction is occurred to which vertical extruding force is buffered and be inhaled by viscoplasticity buffer layer
It receives, plays the role of protecting every lining between upper wall and lower wall, and ensure lower wall in frame by metope restraining structure
In connective stability, prevent sideways;The structure of shear wall in compared with the prior art, avoids because of extruding force
Transmit directly down and cause the lower wall with door or window that conquassation deformation occurs, ensure that the integrality of doorframe or window frame with
And the structural stability of escape route, it is ensured that use reliability in emergency circumstances.
Further, in order to improve energy consumption and every lining buffer function, the viscoplasticity buffer layer is to be fixedly connected on lower wall
SBS coiled material between the top edge of body and the lower edge of upper wall.
Further, for the ease of the assembly connection operation between upper wall and top beam, the downside of the top beam is equipped with
Vertically extending threaded hole, the top of the upper wall are equipped with opening up upper groove, vertical adjustable insertion in the upper groove
Equipped with T-piece, the vertical section of the T-piece and the upper groove male-female engagement are offered on the horizontal segment of the T-piece and spiral shell
T-piece is fastened on top beam by the corresponding bolt hole of pit by bolt-through bolt hole.
Further, in order to simplify metope restraining structure, the metope restraining structure is metope restraining plate, the lower wall
The side groove being respectively arranged on the left side and the right side with metope restraining plate male-female engagement, the metope restraining plate towards far from lower wall one
Side direction protrudes into the inside of column.
Further, it in order to ensure Assembly stability between lower wall and bottom beam, is also set between the lower wall and bottom beam
There is viscoplasticity buffer layer.
Further, in order to avoid frame vibration and deformation influence enclosure wall, between the enclosure wall and two columns
In arranged for interval, and interval is filled with soft material.
Further, in order to avoid frame vibration and deformation influence enclosure wall, also it is between the upper wall and top beam
Arranged for interval, and interval is filled with soft material.
Further, for the ease of construction, the effect of damping protection is improved, the soft material is foam filled dose.
The technical solution of the installation method of assembled wall body structure with door or window of the invention are as follows:
The installation method of assembled wall body structure with door or window, comprising the following steps:
The first step, upper side position of the lower wall connecting in bottom beam that door or window will be had, and assembled with metope restraining structure
Connection;
Second step, in the top edge of lower wall, lining sets viscoplasticity buffer layer;
Third step, by upper wall connecting top beam lower position, and the lower edge of upper wall and viscoplasticity buffer layer it
Between connect.
The utility model has the advantages that between upper wall and lower wall be arranged viscoplasticity buffer layer, when an earthquake occurs, top beam relative to
The generation horizontal displacement of bottom beam, and upper wall is driven to generate horizontal sliding, upper wall and the opposite fortune of lower wall relative to lower wall
Dynamic energy is dissipated by the shearing lag return effect of viscoplasticity buffer layer;If geological process makes top beam that vertical deformation occur
When, top beam presses downwards wall and wall is made to squeeze lower wall, and viscoplasticity buffer layer is under the action of vertical squeeze at this time
Compressive deformation occurs, the deformation of thickness direction is occurred to which vertical extruding force is buffered and be inhaled by viscoplasticity buffer layer
It receives, plays the role of protecting every lining between upper wall and lower wall, and ensure lower wall in frame by metope restraining structure
In connective stability, prevent sideways;The structure of shear wall in compared with the prior art, avoids because of extruding force
Transmit directly down and cause the lower wall with door or window that conquassation deformation occurs, ensure that the integrality of doorframe or window frame with
And the structural stability of escape route, it is ensured that use reliability in emergency circumstances.
Further, in order to improve energy consumption and every lining buffer function, in second step, the viscoplasticity buffer layer is SBS
Coiled material, by structure glue by the upper surface of, SBS coiled material Nian Jie with the top edge of lower wall below SBS coiled material under upper wall
Marginal adhesion.
Further, for the ease of the assembly connection operation between upper wall and top beam, in the third step, first by T-piece
Vertical section be inserted into the upper groove of wall, bolt hole and institute in adjustment on the position of wall to the horizontal segment of T-piece
Threaded hole on the downside of top beam is stated to T-piece just, to be fastened on to the downside of top beam by bolt-through bolt hole, and
Soft material is filled between top beam and upper wall.
Detailed description of the invention
Fig. 1 is the enclosure wall with door in the specific embodiment 1 of the assembled wall body structure with door or window of the invention
Stereoscopic schematic diagram;
Fig. 2 is the partial schematic diagram of lower assembly connection between wall and left side column in Fig. 1;
Fig. 3 is the partial schematic diagram of assembly connection between upper wall and top beam in Fig. 1;
Fig. 4 is the stereoscopic schematic diagram of T-piece in Fig. 3;
Fig. 5 is in the specific embodiment 2 of the assembled wall body structure with door or window of the invention with fenestrate enclosure wall
Stereoscopic schematic diagram.
In figure: 1- top beam, 2- bottom beam, wall under column, 4- right side uprights, 50- on the left of 3-, the doorway 500-, 501- window,
The upper wall of 51-, 52-T shape part, 520- horizontal segment, 521- vertical section, 522- bolt hole, 53- metope restraining plate, 6-SBS coiled material,
Foam filled dose of 7-.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiments of the present invention will be described in further detail.Implement below
Example is not intended to limit the scope of the invention for illustrating the present invention.
The specific embodiment 1 of assembled wall body structure with door or window of the invention has door as shown in Figure 1 and Figure 2
Or the assembled wall body structure of window includes that frame and the enclosure wall with door being embedded in frame are gone along with sb. to guard him in the present embodiment
Wall includes the upper wall 51 of two-piece unit arrangement and the lower wall 50 for offering doorway 500, and frame includes spaced apart up and down
Spaced apart two columns of top beam 1 and bottom beam 2 and left and right, top beam 1, bottom beam 2, left side column 3 and right side uprights 4 divide
Not Cai Yong armored concrete pouring molding, and top beam 1 extends in parallel in the horizontal direction with bottom beam 2, left side column 3 and right side uprights
4 extend in parallel along the vertical direction, and top beam 1, bottom beam 2, left side column 3 and right side uprights 4 enclose the enclosure wall for setting out rectangle jointly
Accommodation space.
The doorway 500 opened up on lower wall 50 is in the top edge of lower wall 50 or less position, it is ensured that upper wall 51
The continuity and integrality of top edge guarantee wall body structure can be made to keep when doorframe is mounted in the doorway 500 of lower wall 50
Stable state.The lower edge of lower wall 50 is connected to the upside of bottom beam 2, by the way that SBS volumes is arranged between bottom beam 2 and lower wall 50
Material 6, and structure glue is applied below the upper side of bottom beam 2 and SBS coiled material 6, and in the lower edge and SBS coiled material of upper wall 51
The upper surface of 6, which apply structure glue, realizes lower connection between wall 50 and bottom beam 2.Using structure glue by SBS coiled material 6 respectively with bottom beam 2
It is connected with lower wall 50, the needs of bonding strength can be met, and actual attended operation can be simplified, and meet enclosure wall
Waterproof requirement, SBS coiled material 6, which is constituted, is set to viscoplasticity buffer layer between lower wall and bottom beam.In other embodiments, in order to
Meet different use demands, SBS coiled material can be substituted for viscoplasticity high-damping rubber material or other viscoelastic material systems
At buffer layer.
In left side, column 3 and right side uprights 4 are respectively equipped with metope restraining plate 53, metope constraint close to the side of lower wall 50
Plate 53 is bar shaped plate, and lower wall 50 is equipped at left side edge is parallel to the left side long hole that the metope of lower wall 50 extends,
And the cross sectional shape of the cross sectional shape of left side long hole and metope restraining plate 53 cooperates, and is plugged in the left side long hole of lower wall 50
In metope restraining plate 53 can be moved along the extending direction of left side long hole;It is corresponding, offered on the right side of left side column 3 with
The blind hole of the left side long hole face of lower wall 50, and the cross sectional shape of blind hole is matched with the cross sectional shape of metope restraining plate 53,
After lower wall 50 is in place in the frame, it is set to be plugged in the left side of lower wall 50 respectively by drawing metope restraining plate 53
In the correspondence blind hole of long hole and left side column 3.Structure of the lower wall 50 at right side edge and lower wall 50 are close to left side
The structure of edge is identical, and lower wall 50 is equipped with right side long hole at right side edge, and is fitted with metope about in the long hole of right side
Beam plate 53, it is corresponding, the blind hole with the right side long hole face of lower wall 50 is offered on the left side of right side uprights 4.In Xia Qiang
Metope restraining plate 53 is respectively set in the arranged on left and right sides of body 50, by being plugged in lower wall 50 and left side column 3 or right side uprights
Metope restraining plate 53 between 4 plays metope sidewise restraint to lower wall 50, avoids the bottom supporting role because of lower wall 50
Deficiency, and the lower generation of wall 50 is caused to be toppled in the front-back direction, the Assembly stability of lower wall 50 in the frame is improved, metope
Restraining plate 53 constitutes the metope restraining structure for preventing lower wall from toppling over.
It installs and operates for the ease of the later period, in other embodiments, metope restraining plate can be substituted for U-shaped part, U-shaped part
Interlude is fixed on left side column or right side uprights, and a side direction of the notch direction of U-shaped part close to lower wall, lower wall
Body plays metope sidewise restraint to lower wall by the two sides cell wall of U-shaped part in the notch of U-shaped part, prevents lower wall
Body generation is toppled in the front-back direction, and U-shaped part constitutes the metope restraining structure for preventing lower wall from toppling over.Alternatively, metope constrains
Structure can be the rope being connected between the side of lower wall and left side column or right side uprights, equally can be under by rope
Wall plays metope sidewise restraint.
It is in vertically extending threaded hole that the downside of top beam 1, which is equipped with multiple, and the top of upper wall 51 offers opening up
Upper groove, vertical adjustable insertion is equipped with T-piece 52 in upper groove, and T-piece 52 includes horizontal segment 520 and vertical section 521, vertically
Section 521 is fixed perpendicular to horizontal segment 520, and multiple bolts hole 522 are offered on horizontal segment 520, the vertical section 521 of T-piece 52
With upper groove male-female engagement, it is threadedly engaged by bolt-through bolt hole 522 and with the threaded hole of top beam 1, thus by T-piece 52
It is fastened on top beam 1, top beam 1 realizes that the constraint of horizontal direction is connect by T-piece 52 and bolt with upper wall 51.When top beam 1
When generating horizontal displacement relative to bottom beam 2, top beam 1 is able to drive wall 51 and synchronizes horizontal sliding.
SBS coiled material 6 is equipped between upper wall 51 and lower wall 50, by the top edge that structure glue is coated in lower wall 50
Below SBS coiled material 6, and in the upper surface of the lower edge of upper wall 51 and SBS coiled material 6, realize SBS coiled material 6 respectively under
Effective connection between wall 50, upper wall 51, and SBS coiled material 6 can satisfy the waterproof requirement of enclosure wall, herein, SBS coiled material
6 constitute the viscoplasticity buffer layer being set between the top edge of lower wall 50 and the lower edge of upper wall 51.When an earthquake occurs, it pushes up
Generation horizontal displacement of the beam 1 relative to bottom beam 2, and upper wall 51 is driven to generate horizontal sliding, upper wall relative to lower wall 50
51 and the energy of lower 50 relative motion of wall dissipated by the effect of the shearing lag return of SBS coiled material 6;If geological process makes to push up
When vertical deformation occurs for beam 1, top beam 1 presses downwards upper wall 51 and wall 51 is made to squeeze lower wall 50, at this time SBS coiled material 6
Compressive deformation occurs under the action of vertical squeeze, the deformation of thickness direction is occurred to vertical extruding force by SBS coiled material 6
Buffered and absorbed, play the role of between upper wall 51 and lower wall 50 every lining protect, compared with the prior art in
The structure of shear wall avoids and causes the wall with door that conquassation deformation occurs because extruding force is transmitted directly down, ensure that
The integrality of doorframe and the structural stability of escape route, it is ensured that use reliability in emergency circumstances.
Influence is directly contributed on enclosure wall in order to reduce frame vibration and deformation, is between enclosure wall and two columns
Arranged for interval, and also arranged for interval between upper wall 51 and top beam 1, and it is filled with foam filled dose 7 in interval, in this implementation
In example, foam filled dose 7 can be specially PU foaming agent, and filling is played in the gap between enclosure wall and frame by foam filled dose 7
Sealing-in ensure that entire dress moreover, absorbing frame vibration and deformation are played the role of in foam filled dose 7 deformation by itself
Stability with formula wall body structure, foam filled dose 7 composition soft material.
The installation method of assembled wall body structure with door is main comprising the following three steps:
Step 1: cleaning frame inner sidewall, it is ensured that the downside of top beam 1, the upper side of bottom beam 2, left side column 3 the right side
No-sundries are cleaned in side and the left side of right side uprights 4, are glued SBS coiled material 6 by smearing structure glue in the upper side of bottom beam 2
Fixation is connect, and in the upper side smearing structure glue of SBS coiled material 6;
The metope restraining plate 53 in left side is plugged in the left side long hole of lower wall 50, the metope restraining plate 53 on right side is inserted
It is connected in the right side long hole of lower wall 50, and ensures that metope restraining plate 53 enters the left side long hole and right side long hole of lower wall 50
Depth is enough, and metope restraining plate 53 is avoided to cause to interfere when being fitted into frame lower wall 50, and the lower installation of wall 50 is in the frame
Later, it is avaled after wall 50 to uniform extruding SBS coiled material 6 under, draws out the metope restraining plate 53 in left side and the wall on right side outward
Face restraining plate 53 makes wall 50 exist until metope restraining plate 53 inserts in the blind hole of corresponding heel post by metope restraining plate 53
Form effective metope effect of contraction between left side column 3 and right side uprights 4, the left and right side edge of lower wall 50 respectively with a left side
Heel post 3, right side uprights 4 are in arranged for interval, and are filled sealing-in using foam filled dose 7 in interval.
Step 2: being adhesively fixed on lower wall 50 in the top edge smearing structure glue of lower wall 50, and by SBS coiled material 6
On top edge, enough structure glues are smeared, in the upper surface of SBS coiled material 6 SBS coiled material can be made after upper wall 51 is installed in place
It is formed between 6 and the lower edge of upper wall 51 effectively Nian Jie;By the way that SBS coiled material 6 is arranged between upper wall 51 and lower wall 50,
It can either play the role of the shear energy dissipation of horizontal direction, and can when with lower wall 50 horizontal sliding movement occurs for upper wall 51
When vertical deformation occurs for top beam 1, play the role of protecting every lining by the compressive deformation of SBS coiled material 6.
Step 3: first the vertical section 521 of T-piece 52 is inserted into the upper groove of upper wall 51, make the level of T-piece 52
Section 520 is in the upsides of upper wall 51, bolt hole 522 in adjustment on the position to the horizontal segment 520 of T-piece 52 of wall 51 and
T-piece 52 is fastened on the downside of top beam 1 to the bolt just, screwed through bolt hole 522 by the downside upper screwed hole of top beam 1
Face, top beam 1 realize that the constraint of horizontal direction is connect with upper wall 51 by T-piece 52;At the same time, it is ensured that upper wall 51 can
SBS coiled material 6 is uniformly squeezed, makes to be formed between the upper surface of the lower edge of wall 51 and SBS coiled material 6 effectively Nian Jie.Upper wall 51
Top edge and top beam 1 downside between be reserved with interval, and the left and right side edge of upper wall 51 respectively with left side column 3,
Right side uprights 4 are also in arranged for interval, and are filled sealing-in using foam filled dose 7 in interval.
The specific embodiment 2 of the assembled wall body structure with door or window of the invention, it is different from specific embodiment 1
In the lower wall 50 for offering doorway 50 being substituted for and offer window 501 in order to adapt to different condition of construction
Lower wall upper wall and offers common group of lower wall of window 501 as shown in figure 5, the structure of upper wall and frame is constant
At with fenestrate enclosure wall.
The specific embodiment 3 of the assembled wall body structure with door or window of the invention, it is different from specific embodiment 1
In can be opened up at lower edge in lower wall opening down to improve the assembly connection intensity between lower wall and bottom beam
Lower groove, it is vertical in lower groove adjustable to be equipped with T-piece, and male-female engagement between the vertical section and lower groove of T-piece, T
Bolt hole is offered on the horizontal segment of shape part, it is corresponding, threaded hole is offered on the upper side of bottom beam, by running through bolt hole simultaneously
T-piece is fastened on bottom beam by the bolt being threadedly engaged with the threaded hole of bottom beam, by T-piece and bolt realize lower wall with
Horizontal restraint connection between bottom beam, improves the structure and positional stability of lower wall in the frame, ensure that doorframe can
It is well protected, prevents doorframe from deforming.
The specific embodiment 4 of the assembled wall body structure with door or window of the invention, it is different from specific embodiment 1
In, in order to simplify the assembly manipulation between upper wall and top beam, T-piece can replace at L-shaped part, the vertical section of L shape part with it is upper
Male-female engagement and vertical adjustable between the upper groove of wall, offers bolt hole on the horizontal segment of L shape part, by running through bolt hole
Bolt L shape part is fastened on top beam, the connection of horizontal restraint in realization between wall and top beam.In other embodiments,
The metope restraining plate of bar shaped can be also substituted for bending metope attaching means, bending metope attaching means includes the cross in vertical plane
The side long hole male-female engagement of the longitudinal sections arranged to section and vertical transverse section, the traversing section of bending metope attaching means and lower wall and
It is horizontal adjustable, bolt hole is offered in the longitudinal sections of bending metope attaching means, constrains bending metope bolt-through bolt hole
Part is fastened on two heel posts, metope sidewise restraint is played to lower wall by the traversing section of bending metope attaching means, under guarantee
Wall does not occur to topple in the front-back direction.
The specific embodiment 5 of the assembled wall body structure with door or window of the invention, it is different from specific embodiment 1
In in order to adapt to different execution conditions and building requirements, the connection type of SBS coiled material can be not limited to using structure gluing
A kind of this mode is connect, such as: it is equipped with the clamp of multiple horizontally spaced arrangements in the lower edge of upper wall, in SBS coiled material
The upper surface of be correspondingly arranged the card slots of multiple horizontally spaced arrangements, the clamping engagement passed through between clamp and card slot realizes two
Effective connection of person;Correspondingly, the card slot of multiple horizontally spaced arrangements is equipped in the top edge of lower wall, at SBS volumes
It is correspondingly arranged the clamp of multiple horizontally spaced arrangements below material, is realized by the clamping engagement between clamp and card slot
The connection type of effective connection of the two, clamping engagement is more convenient actual assembly manipulation compared to bonding.
The specific embodiment 6 of the assembled wall body structure with door or window of the invention, it is different from specific embodiment 1
In, in order to adapt to different construction requirements, foam filled dose alternatively at rubber pange cotton, by the way that rubber pange tampon is shortlisted for
In gap between revetment and frame, play the role of filling sealing-in interval, rubber pange cotton constitutes soft material.In other realities
Shi Zhong, foam filled dose can also be specially PP foamed material or EVA foamed material etc..
The specific embodiment of the installation method of assembled wall body structure with door or window of the invention, with aforementioned present invention
The assembled wall body structure with door or window specific embodiment in the assembled wall body structure with door or window installation
Each specific embodiment of method is identical, and details are not described herein.
Claims (11)
1. a kind of assembled wall body structure with door or window, characterized in that including frame and the enclosure wall that is embedded in frame,
The frame includes upper and lower spaced apart top beam and spaced apart two columns of bottom beam and left and right, the enclosure wall packet
It includes the upper wall of seperated arrangement and offers the lower wall of doorway or window, the upper wall connecting is described in the downside of top beam
Lower wall connecting is in the top edge of lower wall or less position in the upside of bottom beam, the doorway or window, the lower wall
Viscoplasticity buffer layer is equipped between top edge and the lower edge of upper wall, described two columns are set respectively close to the side of lower wall
There is the metope restraining structure for preventing lower wall from toppling over.
2. the assembled wall body structure according to claim 1 with door or window, characterized in that the viscoplasticity buffer layer
For the SBS coiled material being fixedly connected between the top edge of lower wall and the lower edge of upper wall.
3. the assembled wall body structure according to claim 1 or 2 with door or window, characterized in that under the top beam
Side is equipped with vertically extending threaded hole, and the top of the upper wall is equipped with opening up upper groove, erects in the upper groove
T-piece, the vertical section of the T-piece and the upper groove male-female engagement are housed to adjustable insertion, opened on the horizontal segment of the T-piece
Equipped with bolt hole corresponding with threaded hole, T-piece is fastened on top beam by bolt-through bolt hole.
4. the assembled wall body structure according to claim 1 or 2 with door or window, characterized in that the metope constraint
Structure is metope restraining plate, the side groove of the lower wall being respectively arranged on the left side and the right side with metope restraining plate male-female engagement, institute
State the inside that metope restraining plate protrudes into column towards the side direction far from lower wall.
5. the assembled wall body structure according to claim 1 with door or window, characterized in that the lower wall and bottom beam
Between also be provided with viscoplasticity buffer layer.
6. the assembled wall body structure according to claim 1 with door or window, characterized in that the enclosure wall and two
It is in arranged for interval between column, and interval is filled with soft material.
7. the assembled wall body structure according to claim 6 with door or window, characterized in that the upper wall and top beam
Between also be in arranged for interval, and interval be filled with soft material.
8. the assembled wall body structure according to claim 6 or 7 with door or window, characterized in that the soft material
It is foam filled dose.
9. a kind of installation method of the assembled wall body structure with door or window, characterized in that the following steps are included:
The first step, will the lower wall connecting with door or window bottom beam upper side position, and with metope restraining structure assembly connection;
Second step, in the top edge of lower wall, lining sets viscoplasticity buffer layer;
Third step, by upper wall connecting in the lower position of top beam, and connect between the lower edge of upper wall and viscoplasticity buffer layer
It connects.
10. the installation method of the assembled wall body structure according to claim 9 with door or window, characterized in that the
In two steps, the viscoplasticity buffer layer is SBS coiled material, is glued the top edge below SBS coiled material with lower wall by structure glue
Connect, the upper surface of SBS coiled material it is Nian Jie with the lower edge of upper wall.
11. the installation method of the assembled wall body structure according to claim 9 with door or window, characterized in that the
In three steps, first the vertical section of T-piece is inserted into the upper groove of upper wall, in adjustment the position of wall to T-piece level
T-piece is fastened on to just by bolt-through bolt hole by the bolt hole in section and the threaded hole on the downside of the top beam
The downside of top beam, and soft material is filled between top beam and upper wall.
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CN105672532A (en) * | 2016-02-02 | 2016-06-15 | 长沙理工大学 | Assembled shear wall and mounting method thereof |
CN107143061A (en) * | 2017-06-01 | 2017-09-08 | 青岛理工大学 | Replaceable damping filling wall |
CN108487503A (en) * | 2018-06-21 | 2018-09-04 | 河北建筑工程学院 | A kind of prefabricated filled wall system and its construction method with hollow insulation construction |
CN210658819U (en) * | 2019-07-23 | 2020-06-02 | 广州大学 | Assembled wall structure with door or window |
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JPH10196014A (en) * | 1997-01-17 | 1998-07-28 | Houmu:Kk | Wall panel and construction method therefor |
CN102505782A (en) * | 2011-12-30 | 2012-06-20 | 南京工业大学 | Flexible energy-consumption frame filling wall |
CN105672532A (en) * | 2016-02-02 | 2016-06-15 | 长沙理工大学 | Assembled shear wall and mounting method thereof |
CN107143061A (en) * | 2017-06-01 | 2017-09-08 | 青岛理工大学 | Replaceable damping filling wall |
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