CN107268837A - A kind of swollen stone walling plate of assembled and combinations thereof installation method - Google Patents
A kind of swollen stone walling plate of assembled and combinations thereof installation method Download PDFInfo
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- CN107268837A CN107268837A CN201710667839.4A CN201710667839A CN107268837A CN 107268837 A CN107268837 A CN 107268837A CN 201710667839 A CN201710667839 A CN 201710667839A CN 107268837 A CN107268837 A CN 107268837A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of swollen stone walling plate of assembled and combined installation method, it is related to fixed buildings field.The swollen stone walling body of assembled, including one layer of panel and multilayer on-gauge plate, the panel is arranged on the upper surface of floor under building, floor and the on-gauge plate on the wall top are rigidly connected on the building, and the connection between the on-gauge plate and the panel and between adjacent two layers on-gauge plate is mortise-tenon joint.Methods described includes：S1, laying screed-coat, leveling layer, installation panel；S2, the assembling of on-gauge plate；S3, the rigid structure at top, the combination for completing the swollen stone walling plate of assembled is installed.The precision of strict control wallboard mode of appearance size of the invention, lock, pin-and-hole have accurately positioning function, and Tenon has accurate leveling straightening function；Meanwhile, there is multi-functional characteristic with building connecting structure way, it is ensured that connection function and the effect for ensureing precision, mutually restriction produce optimum efficiency.
Description
Technical field
The present invention relates to fixed buildings field, more particularly to a kind of swollen stone walling plate of assembled and combined installation method.
Background technology
Wall is the important component of building, and assembled faced wall is non-load bearing wall, and non-load bearing wall is load-carrying members
Support, with according to the function compartment is used, builds the effect in comfortable stationary ring border.Assembled faced wall has lightweight, shared
Space is small, precision is high, sound insulation, fire prevention, shock resistance, suspended weight, without radioactive element, it is cleavable, it is easy fluting punching, even
The features such as connection function is strong.
But existing assembled faced wall has the following disadvantages：
First, constructure construction procedure is also accumulation of error process, in order to ensure the precision of assembled faced wall, not only to be disappeared
Except accumulated error, while the error that reduce assembled wall produced by work progress.The precision of assembled faced wall compared with
Difference.
2nd, existing assembled faced wall can not tackle seismic force, in the presence of seismic force, and existing assembled faced wall is damaged
Ruin serious.
Therefore continue a kind of assembled faced wall and solve the above problems.
The content of the invention
It is an object of the invention to provide a kind of swollen stone walling plate of assembled and combined installation method, so as to solve prior art
Present in foregoing problems.
To achieve these goals, the swollen stone walling body of assembled of the present invention, including one layer of panel and multilayer on-gauge plate, institute
Floor and the on-gauge plate on the wall top on the upper surface that panel is arranged on floor under building, the building is stated rigidly to connect
Connect, the connection between the on-gauge plate and the panel and between adjacent two layers on-gauge plate is mortise-tenon joint；The on-gauge plate
Agent structure be the first cuboid, the top of first cuboid sets the first tongue-and-groove, the bottom of first cuboid
First tenon is set, and the right side of first cuboid sets the second tongue-and-groove, and the left side of first cuboid sets the second tenon
Head；The agent structure of the panel is to be respectively provided with specification identical at the top and bottom of the second cuboid, second cuboid
3rd tongue-and-groove；3rd tongue-and-groove is matched with first tenon；The first tongue-and-groove and the standard that is connected of any one piece of on-gauge plate
The first tenon matching connection of plate；Second tongue-and-groove of any one piece of on-gauge plate is matched with the second tenon of the on-gauge plate that is connected to be connected
Connect.
Preferably, the top of first cuboid sets four specification identical holes I, the bottom of first cuboid
Portion sets and is respectively provided with four and the specification of described hole I at the top and bottom of four specification identical pins, second cuboid
Identical hole II；Pin on any one piece of on-gauge plate A with the hole I on connected on-gauge plate or with the hole on panel
The matching connection of hole II；Structure glue is respectively provided with described hole I and described hole II.
It is highly preferred that four holes I at the top of first cuboid are rectangular four summits, and point it is listed in institute
The both sides of the first tongue-and-groove are stated, first tongue-and-groove is arranged on the centre at the top of first cuboid；In any one hole I
The heart is 20mm with the outer peripheral beeline in standard board thickness direction, is with the outer peripheral beeline of on-gauge plate length direction
150mm。
Preferably, the upper surface of floor sets the square steel matched with the panel, the square steel insertion under the building
In the tongue-and-groove of the panel bottom.
Preferably, first tongue-and-groove, second tongue-and-groove, the 3rd tongue-and-groove are antiparallelogram, first tenon
Groove is identical with the specification of the 3rd tongue-and-groove.
Preferably, two pieces of on-gauge plates that any one block of panel is connected with the panel during panel is expert at are in the row of falling isosceles triangle
Row；Upper and lower adjacent modular plate be expert in upper and lower two row totally three on-gauge plates in isosceles triangle arrange.
Preferably, two of the building perpendicular sides and the junction of the wall relative and be disposed adjacent set U
Type neck.
The combined installation method of the swollen stone walling plate of assembled of the present invention, methods described includes：
S1, laying screed-coat, leveling layer, installation panel
First, top layer cleaning is carried out to the upper surface of floor under the building of the swollen stone walling plate of assembled to be installed；
Then, laying cement mortar screeding layer；
Then, polymer mortar leveling tack coat, and fixed square steel tube are laid on the basis of screed-coat, meanwhile, in institute
State setting U-shaped neck on the perpendicular side of building；
Finally, panel is stuck on the square steel tube, meanwhile, the panel is connected with polymer mortar leveling tack coat；
S2, the assembling of on-gauge plate
It is in the rule that isosceles triangle is arranged according to the plate in upper and lower adjacent rows in the swollen stone walling plate of assembled, assembles on-gauge plate
With panel, on-gauge plate and on-gauge plate, until the gap on the top of the on-gauge plate of top and building between floor is less than
Untill 30mm；
S3, the rigid structure at top
The gap is twisted with the fingers real with dry mortar, the rigidity for completing floor and the swollen stone walling plate of assembled on building connects
Connect, the combination for completing the swollen stone walling plate of assembled is installed.
Preferably, it is during the panel m connected in the perpendicular side of installation and building, panel m is relative with the panel m
The U-shaped neck connection answered；Installation and building perpendicular side connect on-gauge plate n when, by on-gauge plate n with the on-gauge plate
U-shaped neck connection corresponding n.
Preferably, if the height of on-gauge plate is H, the top of floor and the swollen stone walling plate of assembled close to upper floor on building
The distance between face is h；As 30mm ＜ h ＜ H, after the cutting of the top of on-gauge plate and h≤30mm will be ensured, and will be after cutting
On-gauge plate be arranged on the swollen stone walling plate of assembled top surface.
The beneficial effects of the invention are as follows：
The swollen stone walling plate of assembled of the present invention is produced using full automatic mechanical, strict control wallboard mode of appearance size
Precision, lock, pin-and-hole have accurately positioning function, and Tenon has accurate leveling straightening function.
The swollen stone walling plate of assembled of the present invention has multi-functional characteristic with building connecting structure way, it is ensured that connection
Effect and the effect for ensureing precision, mutually restriction produce optimum efficiency.
The swollen stone walling plate of assembled of the present invention is in the presence of seismic force, and deformation is small, and degree of safety is high.
In combined installation method of the present invention, to ensure the horizontal accuracy of faced wall, using double bed course ways, the dress
With top layer cleaning is carried out first at the corresponding plate lower surface of the swollen stone walling plate of formula, 20 solid cement mortar levelling layers are laid thereafter.
5 thick polymer mortar leveling tack coats, fixed 30x3.0 square steel tubes are re-layed on the basis of screed-coat.It is straight using square steel tube
The characteristic spent further adjusts levelness, after the assay was approved, and two ends insertion neck reserved opening is welded, finally by above and below 200 height
Panel and square steel pipe clamp jail provided with tongue-and-groove, are used as horizontal basic unit.Levelling, leveling, bit combination are that faced wall has laid level
The higher basis of precision.
Brief description of the drawings
Fig. 1 is the connection diagram of the swollen stone walling body of assembled and building；
Fig. 2 is the schematic top plan view of on-gauge plate；
Fig. 3 is the side elevational cross-section schematic diagram of on-gauge plate；
Fig. 4 is the floor map of on-gauge plate；
Fig. 5 is the schematic top plan view of panel；
Fig. 6 is the side elevational cross-section schematic diagram of panel；
Fig. 7 is the floor map of panel；
Fig. 8 is the structure enlarged diagram 1. located in Fig. 1；
Fig. 9 is 2. to locate diagrammatic cross-section in Fig. 1；
Figure 10 is 3. to locate diagrammatic cross-section in Fig. 1；
Figure 11 is that 4. place is connected the connection diagram of two pieces of on-gauge plates in Fig. 1.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, below in conjunction with accompanying drawing, the present invention is entered
Row is further described.It should be appreciated that embodiment described herein is not used to only to explain the present invention
Limit the present invention.
Embodiment
Reference picture 1, the swollen stone walling body of assembled described in the present embodiment, the wall includes one layer of panel and multilayer on-gauge plate,
The panel is arranged on the lower surface of floor and the mark on the wall top on the upper surface of floor under building, the building
Quasi- plate is rigidly connected, as shown in figure 8, the connection between the on-gauge plate and the panel and between adjacent two layers on-gauge plate is
Mortise-tenon joint；
Reference picture 2 to Fig. 4, the agent structure of the on-gauge plate is to be set at the top of the first cuboid, first cuboid
The first tongue-and-groove is put, the bottom of first cuboid sets the first tenon, and the right side of first cuboid sets the second tongue-and-groove,
The left side of first cuboid sets the second tenon；
Reference picture 5 is to Fig. 7, and the agent structure of the panel is the second cuboid, the top and bottom of second cuboid
Portion is respectively provided with the tongue-and-groove of specification identical the 3rd；3rd tongue-and-groove is connected with first tenon matching；
First tongue-and-groove of any one piece of on-gauge plate is connected with the first tenon matching for the on-gauge plate that is connected；Any one piece of standard
Second tongue-and-groove of plate is connected with the second tenon matching for the on-gauge plate that is connected.
Explanation, which is explained in more detail, is：
(1) itself connection --- the connection between the connection of panel and on-gauge plate or on-gauge plate of the swollen stone walling body of assembled
1st, the top of first cuboid sets four specification identical holes I, and the bottom of first cuboid is set
Put be respectively provided with the top and bottom of four specification identical pins, second cuboid four it is identical with the specification of described hole I
Hole II；
Pin on any one piece of on-gauge plate A is connected with on-gauge plate A on on-gauge plate B hole I or with panel
Hole II matching connection；Structure glue is respectively provided with described hole I and described hole II.
2nd, four holes I at the top of first cuboid are rectangular four summits, and point are listed in described first
The both sides of tongue-and-groove, first tongue-and-groove is arranged on the centre at the top of first cuboid；
The center of any one hole I is 20mm with the outer peripheral beeline in standard board thickness direction, long with on-gauge plate
The degree outer peripheral beeline in direction is 150mm.
3rd, first tongue-and-groove, second tongue-and-groove, the 3rd tongue-and-groove are antiparallelogram, first tongue-and-groove and institute
The specification for stating the 3rd tongue-and-groove is identical.
4th, panel is expert at two in being expert at the on-gauge plate being connected with panel blocks of panels and is connected with two blocks of panels
One piece of on-gauge plate between in isosceles triangle arrangement, be specially：Two blocks of panels are disposed side by side on the bottom of agent structure, on-gauge plate bottom
The tenon that portion is set is inserted in the tongue-and-groove at the top of two blocks of panels, and two pins insertion in on-gauge plate bottom and close left side is located at a left side
In the right side two circular cavities II of side panel, two pins insertion on on-gauge plate bottom and close right side is positioned at the left side of right panel
In two circular cavities II.
Upper and lower adjacent modular plate be expert in upper and lower two row totally three on-gauge plates in isosceles triangle arrange, be specially：Position
Be arranged side by side in descending the first on-gauge plate and the second on-gauge plate, positioned at upper strata the 3rd on-gauge plate bottom set tenon simultaneously
Insert in the tongue-and-groove at the top of the first on-gauge plate and the second on-gauge plate, two pins in the 3rd on-gauge plate bottom and close left side are inserted
In the right side two circular cavities I of first on-gauge plate in left side, two pins on the 3rd on-gauge plate bottom and close right side are inserted
In the left side two circular cavities I of second on-gauge plate on right side, as shown in figure 11.
5th, on on-gauge plate and the apparent size of panel
The apparent size of 5.1 on-gauge plates
On-gauge plate long 600mm, wide 250mm, thick 100mm.Set antiparallelogram tongue-and-groove at the top of on-gauge plate, upper length of side 32mm, under
The length of side 30mm, high 26mm, while reserving four diameter 8mm, deep 25mm hole, hole centre distance mark at the top of on-gauge plate
Quasi- plate thickness direction outward flange 20mm, hole centre distance on-gauge plate length direction outward flange 150mm.On-gauge plate bottom sets equilateral
Trapezoidal tenon, upper length of side 30mm, lower length of side 28mm, high 25mm, while setting four diameters 6mm, deep 25mm in on-gauge plate bottom
Pin, pin centre distance standard board thickness direction outward flange 20mm, pin centre distance on-gauge plate length direction outward flange
150mm.Antiparallelogram tenon, upper length of side 28mm, lower length of side 30mm, high 10mm are set on the left of on-gauge plate.Set equilateral on the right side of on-gauge plate
Trapezoid tongue groove, upper length of side 30mm, lower length of side 32mm, high 10mm.
The apparent size of 5.2 panels
Panel long 600mm, wide 200mm, thick 100mm.At the top of panel, bottom set antiparallelogram tongue-and-groove, upper length of side 32mm, under
The length of side 30mm, high 25mm, while at the top of panel, the reserved four diameter 8mm in bottom, deep 25mm hole, hole centre distance
Panel thickness direction outward flange 20mm, hole centre distance panel length direction outward flange 150mm.
To sum up, the swollen stone walling body surrounding of assembled accomplishes that connection is tight substantially after carrying the Tenon being sized, tenon insertion tongue-and-groove
It is close, the effect that Tenon resists various complex stresses is given full play to, the globality of assembled wall is improved.Set simultaneously in wallboard bottom
Four steel pins lock, lock length is provided with pin-and-hole with tenon height, panel tops, and depth is 30mm, inside fills structure glue, when wallboard just
Behind position, in lock insertion pin-and-hole, it will there are a large amount of structure glues to overflow, form gluing surface.The intensity of the swollen stone walling body of assembled depends on
In on-gauge plate or the strength grade of panel and mortar.The swollen stone walling body of assembled is without mortar, with gluing for Tenon, lock and structure glue
Relay substitutes mortar.Experiment shows that the swollen stone walling body of herein described assembled improves the ductility and deformability of wall, triple
Connection makes veneer be integrally formed faced wall, forms unit assembly.
(2) construction connection --- the connection of the swollen stone walling body of assembled and the upper and lower floor of building of the swollen stone walling body of assembled
The upper surface of floor sets the square steel matched with the panel under the building, and the square steel inserts the panel
In the tongue-and-groove of bottom, as shown in Figure 10.Two perpendicular sides that are relative and being disposed adjacent are located between the upper and lower floor of building, and
U-shaped card slot is set in two perpendicular sides and the junction of the swollen stone walling body of the assembled, as shown in Figure 9.
Seismic force is a kind of polynary complex stress, and the pattern of any fixation can not all go Earthquake occurrence control power to act on.But have one
Point is constant, and any building or structures will be deformed under seismic force effects, constitutes all components of building all
The deformation of different shape to occur with the deformation of agent structure.The swollen stone walling body of assembled described in the present embodiment is no exception.Comment
The overall security of valency partition wall, not only ensures that the security of wall planar ensures the security under the effect of plane external force simultaneously.
For improve the swollen stone walling body of assembled degree of safety, set between the swollen stone walling body of the upper and lower floor of building and assembled together with divide
From formula articulamentum, seismic force is transmitted by articulamentum.When building produces flexural deformation, in the swollen stone wall plane of assembled
It can occur bending and deformation.U-shaped card slot and square steel tube form slide surface between building and the swollen stone walling body of assembled, can make one
Seismic energy is divided to be converted into friction energy, so as to reduce effect of the seismic force to faced wall.Seismic force is to the swollen stone walling body of assembled
The effect of plane external force, is to deform the transmission with square steel tube Light deformation power by the articulamentum U-shaped card slot edge of a wing and deform, and deformation
There is certain hysteresis quality, it is delayed to reduce the size of power, make to act on the swollen out-of-plane power of stone walling body of assembled and diminish, assembled is swollen
Stone walling body degree of safety will be greatly improved.
(3) connection method in the swollen stone walling plate of assembled described in the present embodiment is different from other any wallboards, the company of building block
Connect way.Connection method in the present embodiment not only meets the safety requirements of the normally monolithic stability that (static state) is used, simultaneously full
Foot (dynamic) under seismic force effects uses the safety requirements of monolithic stability.
Earthquake calamity shows that in the presence of seismic force influence of the interior wall destruction to agent structure vertical member is larger, often
A certain degree of damage is caused, but the influence to horizontal member is smaller, so the swollen stone panel tops gap of assembled (wide≤
30mm) twist with the fingers real with high intensity dry mortar, to be rigidly connected.
As known in the art：The resistance to overturning of wall and the boundary condition of wall have direct relation.Because described in the present embodiment
The swollen stone panel tops of assembled are rigid boundary, and vertical both sides connect for neck, be can be considered with certain binding hinge side
30x3 square steel tubes are set inside boundary, bottom panel bottom tongue-and-groove, a shear connector has been set equivalent in the swollen stone walling plate bottom of assembled,
Square steel tube two ends are connected with neck, can be considered flexible hinged-support.Connection way is peace more than in the case where usually using (static state) state
It is complete reliable, it can fully ensure that the resistance to overturning of wall.
When earthquake calamity occurs, in order to ensure the resistance to overturning and security of the swollen stone walling plate of assembled, take sliding and rub
The connection way with dynamic lag is wiped, while playing the integrated connection function of the swollen stone walling plate itself of assembled, it is ensured that assembled is swollen
The security of stone walling plate.
(4) the material explanation on panel and on-gauge plate
The material of panel and on-gauge plate is swollen stone material matter, shown in table 1, table 2 and table 3.
The swollen stone core physical performance index of table 1
| Project name | Density Kg/m3 | Fire endurance h | Oise insulation factor dB | Combustibility |
| 800 grades of cores | 750-850 | 2.5 | ≥40 | A1 |
The swollen stone core mechanical performance index of table 2
The swollen stone core durability index of table 3
Embodiment 2
The combined installation method of the swollen stone walling plate of assembled described in the present embodiment, methods described includes：
S1, laying screed-coat, leveling layer, installation panel
First, top layer cleaning is carried out to the upper surface of floor under the building of the swollen stone walling plate of assembled to be installed；
Then, laying cement mortar screeding layer；
Then, polymer mortar leveling tack coat, and fixed square steel tube are laid on the basis of screed-coat, meanwhile, in institute
U-shaped neck is set on the perpendicular side stated the relative of building and be disposed adjacent；
Finally, panel is stuck on the square steel tube, meanwhile, the panel is connected with polymer mortar leveling tack coat；
S2, the assembling of on-gauge plate
It is in the rule that isosceles triangle is arranged according to the plate in upper and lower adjacent rows in the swollen stone walling plate of assembled, assembling standard is accurate
Plate and panel, on-gauge plate and on-gauge plate, until the gap on the top of the on-gauge plate of top and building between floor is less than
Untill 30mm；
S3, the rigid structure at top
The gap is twisted with the fingers real with dry mortar, the bottom surface of floor and the swollen stone walling plate of assembled on building is completed
It is rigidly connected, the combination for completing the swollen stone walling plate of assembled is installed.
Explanation is explained in more detail：
(1) it is during the panel m connected in the perpendicular side of installation and building, panel m is corresponding with the panel m
U-shaped neck is connected；Installation and building perpendicular side connect on-gauge plate n when, by on-gauge plate n with the on-gauge plate n phases
Corresponding U-shaped neck connection.
(2) height of on-gauge plate is set as H, the top surface of floor and the swollen stone walling plate of assembled close to upper floor on building
The distance between be h；As 30mm ＜ h ＜ H, after the cutting of the top of on-gauge plate and h≤30mm will be ensured, and by after cutting
On-gauge plate is arranged on the top surface of the swollen stone walling plate of assembled.
(3) in order to realize the swollen stone walling plate of assembled in the integrally assembling process of assembling, overall process wet-less operation, fully
Play the swollen stone walling plate construction itself characteristic of assembled.The swollen stone walling plate periphery of assembled sets Tenon, Tenon precision higher, contact surface
Tighter, stress performance is better.Tenon is a kind of connected mode that concavo-convex position is combined.Constructively played at mortise-tenon joint
" joint " is acted on, and can resist the twisting under the effect of multi-direction power, while Tenon combines together, plays positioning and control assembling
The flatness of the swollen stone walling plate surface of formula.Every piece of on-gauge plate can improve the overall bending resistance and raising of on-gauge plate provided with four steel pin locks
Shear resistance at plate stitch.The top surface of every block of wallboard sets four pin-and-holes simultaneously, and structure glue, pin patchhole, glue are filled before installation
Body will overflow, and the colloid of spilling will form the splicing face of about 30mm length at the plate stitch of every piece of on-gauge plate, and then improve plate stitch
The tension at place, shear resistance.Three reconnect guarantee assembled wall (dynamic) entirety in the case where normally using (static state) and geological process
Stability.
(4) it is the horizontal accuracy of the guarantee swollen stone walling plate of assembled, the present embodiment is specially using double bed course ways：Treat
The upper surface for installing floor under the building of the swollen stone walling plate of assembled carries out top layer cleaning, and 20 solid cement mortar levellings are laid thereafter
Layer.5 thick polymer mortar leveling tack coats are re-layed on the basis of screed-coat, 30 × 3.0 square steel tubes are fixed.Utilize square steel tube
The characteristic of good straightness degree further adjusts levelness, after the assay was approved, and two ends insertion neck reserved opening is welded, finally high by 200
And top and bottom are equipped with panel and the square steel pipe clamp jail of the 3rd tongue-and-groove, are used as horizontal basic unit.Levelling, leveling, bit combination
The higher basis of horizontal accuracy has been laid for faced wall.
The glacing flatness of buildings in general vertical member will get well compared with the water glacing flatness of horizontal member, in order to be further ensured that assembling
The vertical precision of the swollen stone walling plate of formula, sets " U-shaped neck " in building and the swollen stone walling plate termination intersection of assembled, and neck is using swollen
Bolt is connected with the perpendicular side of building, if building, which erects side surface, out-of-flatness occurs, is struck off with polymer mortar, utilizes " U-shaped
The glacing flatness of neck " ensures the perpendicularity of the swollen stone walling plate of assembled, and neck is the vertical high-precision basic unit of the swollen stone walling plate of assembled.
Horizontally and vertically basic unit is the pith of wall, is the essential condition for ensureing the swollen stone walling plate flatness of assembled.
The leveling positioning action of the lock, pin-and-hole, Tenon of on-gauge plate is given full play on this basis, and the swollen stone walling plate surface of assembled is smooth
Degree can reach the senior precision plastered, that is, equal one perpendicular two standard.
(5) assembled faced wall does fabric swatch design first in a pre-installation, and basic template is finished in factory's cutting, live group
Dress, the implementation tool during overall package.Three steps of assembling process point, first step laying screed-coat, leveling layer.Lay and consolidate
Fixed " U-shaped neck " and square steel tube, while panel is in place.After the assay was approved.Second step is to carry out wall integrally to assemble, and the 3rd step is
Assembled faced wall is rigidly connected with floor on building.Installation process wet-less operation, except the note in the pin-and-hole of on-gauge plate bottom
Enter outside structure glue, practical set process is to move wallboard, the process piled up again according to positioning requirements.It can typically pile up per hour
80 pieces, split run piles up 800 pieces or so, and the phase same day builds 8000 blocks of mechanism clay bricks.Built by laying bricks or stones according to one bricklayer that is skilled in technique of quota
1000-12000 blocks are only built in 2000-2500 block bricks, one side wallette per tour.The new technology novel construction method of mechanism clay makes effect improve 4-
8 times, assembling is put to tenon, device to hole makes degree of plainness for wall surface reach senior standard of plastering.
By using above-mentioned technical proposal disclosed by the invention, following beneficial effect has been obtained：
The swollen stone walling plate of assembled of the present invention is produced using full automatic mechanical, strict control wallboard mode of appearance size
Precision, lock, pin-and-hole have accurately positioning function, and Tenon has accurate leveling straightening function.
The swollen stone walling plate of assembled of the present invention has multi-functional characteristic with agent structure connecting structure way, it is ensured that even
Connect effect and ensure the effect of precision, mutually restriction produces optimum efficiency.
The swollen stone walling plate of assembled of the present invention is in the presence of seismic force, and deformation is small, and degree of safety is high.
In combined installation method of the present invention, to ensure the horizontal accuracy of faced wall, using double bed course ways, the dress
With top layer cleaning is carried out first at the corresponding plate lower surface of the swollen stone walling plate of formula, 20 solid cement mortar levelling layers are laid thereafter.
5 thick polymer mortar leveling tack coats, fixed 30x3.0 square steel tubes are re-layed on the basis of screed-coat.Utilize square steel tube glacing flatness
Good characteristic further adjusts levelness, after the assay was approved, and two ends insertion neck reserved opening is welded, and will finally be divided on 200 height
There are panel and the square steel pipe clamp jail of tongue-and-groove, be used as horizontal basic unit.Levelling, leveling, bit combination are that faced wall has laid level essence
The higher basis of degree.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
Depending on protection scope of the present invention.
Claims (10)
1. a kind of swollen stone walling body of assembled, it is characterised in that the wall includes one layer of panel and multilayer on-gauge plate, the panel
It is arranged on the lower surface of floor and the on-gauge plate rigidity on the wall top on the upper surface of floor under building, the building
Connection, the connection between the on-gauge plate and the panel and between adjacent two layers on-gauge plate is mortise-tenon joint；
The agent structure of the on-gauge plate is the first cuboid, and the top of first cuboid sets the first tongue-and-groove, described the
The bottom of one cuboid sets the first tenon, and the right side of first cuboid sets the second tongue-and-groove, first cuboid
Left side sets the second tenon；
The agent structure of the panel is to be respectively provided with specification identical at the top and bottom of the second cuboid, second cuboid
3rd tongue-and-groove；3rd tongue-and-groove is matched with first tenon；
First tongue-and-groove of any one piece of on-gauge plate is connected with the first tenon matching for the on-gauge plate that is connected；Any one piece of on-gauge plate
Second tongue-and-groove is connected with the second tenon matching for the on-gauge plate that is connected.
2. the swollen stone walling body of assembled according to claim 1, it is characterised in that the top of first cuboid sets four
Specification identical hole I, the bottom of first cuboid sets four specification identical pins, the top of second cuboid
Portion and bottom are respectively provided with four and the specification identical hole II of described hole I；
Pin on any one piece of on-gauge plate A is matched with the hole I on connected on-gauge plate or with the hole II on panel
Connection；
Structure glue is respectively provided with described hole I and described hole II.
3. the swollen stone walling body of assembled according to claim 2, it is characterised in that four holes at the top of first cuboid
Hole I is rectangular four summits, and divides the both sides for being listed in first tongue-and-groove, and first tongue-and-groove is arranged on first length
Centre at the top of cube；
The center of any one hole I is 20mm with the outer peripheral beeline in standard board thickness direction, with on-gauge plate length side
It is 150mm to outer peripheral beeline.
4. the swollen stone walling body of assembled according to claim 1, it is characterised in that the upper surface of floor is set under the building
The square steel matched with the panel, the square steel is inserted in the tongue-and-groove of the panel bottom.
5. the swollen stone walling body of assembled according to claim 1, it is characterised in that first tongue-and-groove, second tongue-and-groove, institute
It is antiparallelogram to state the 3rd tongue-and-groove, and first tongue-and-groove is identical with the specification of the 3rd tongue-and-groove.
6. the swollen stone walling body of assembled according to claim 1, it is characterised in that panel in being expert at any one block of panel with
Two pieces of on-gauge plates of panel connection are in the arrangement of falling isosceles triangle；
Upper and lower adjacent modular plate be expert in upper and lower two row totally three on-gauge plates in isosceles triangle arrange.
7. the swollen stone walling plate of assembled according to claim 1, it is characterised in that two of the building are relative and adjacent set
The perpendicular side put and the junction of the wall set U-shaped card slot.
8. a kind of combined installation method of the swollen stone walling plate of the assembled as described in claim 1 to 7 any one, it is characterised in that
Methods described includes：
S1, laying screed-coat, leveling layer, installation panel
First, top layer cleaning is carried out to the upper surface of floor under the building of the swollen stone walling plate of assembled to be installed；
Then, laying cement mortar screeding layer；
Then, polymer mortar leveling tack coat, and fixed square steel tube are laid on the basis of screed-coat, meanwhile, built described
Build setting U-shaped neck on the perpendicular side of thing；
Finally, panel is stuck on the square steel tube, meanwhile, the panel is connected with polymer mortar leveling tack coat；
S2, the assembling of on-gauge plate
According to the plate in upper and lower adjacent rows in the swollen stone walling plate of assembled be in isosceles triangle arrange rule, assembling on-gauge plate with it is embedding
Plate, on-gauge plate and on-gauge plate, until the gap on the top of the on-gauge plate of top and building between floor is less than 30mm
Only；
S3, the rigid structure at top
The gap is twisted with the fingers real with dry mortar, being rigidly connected for floor and the swollen stone walling plate of assembled on building is completed, it is complete
Combination into the swollen stone walling plate of assembled is installed.
9. method according to claim 8, it is characterised in that, will during the panel m connected in the perpendicular side of installation and building
U-shaped neck corresponding with the panel m panel m is connected；
During the on-gauge plate n connected in the perpendicular side of installation and building, by the on-gauge plate n U-shapeds corresponding with the on-gauge plate n
Neck is connected.
10. method according to claim 8, it is characterised in that set the height of on-gauge plate as H, on building floor with it is close
The distance between top surface of the swollen stone walling plate of assembled of upper floor is h；
As 30mm ＜ h ＜ H, after the cutting of the top of on-gauge plate and h≤30mm will be ensured, and the on-gauge plate after cutting is arranged on
The top surface of the swollen stone walling plate of assembled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710667839.4A CN107268837B (en) | 2017-08-07 | 2017-08-07 | Assembled expanded stone wallboard and combined installation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710667839.4A CN107268837B (en) | 2017-08-07 | 2017-08-07 | Assembled expanded stone wallboard and combined installation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107268837A true CN107268837A (en) | 2017-10-20 |
| CN107268837B CN107268837B (en) | 2023-05-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710667839.4A Active CN107268837B (en) | 2017-08-07 | 2017-08-07 | Assembled expanded stone wallboard and combined installation method thereof |
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| Country | Link |
|---|---|
| CN (1) | CN107268837B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202191A (en) * | 2021-05-28 | 2021-08-03 | 中国建筑第二工程局有限公司 | Fabricated building and assembling method thereof |
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| CN205712564U (en) * | 2016-04-26 | 2016-11-23 | 西北民族大学 | A kind of steel building exterior wall decorative heat preservation goes along with sb. to guard him the assembled wallboard of integrated horizontal |
| CN106639006A (en) * | 2016-11-18 | 2017-05-10 | 遵义市信欧建材有限公司 | Fire-retardant heat preservation external wall |
| CN207110119U (en) * | 2017-08-07 | 2018-03-16 | 北京天基新材料股份有限公司 | A kind of swollen stone walling plate of assembled |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| EP0390702A2 (en) * | 1989-03-31 | 1990-10-03 | Shimizu Construction Co., Ltd. | Mold panel unit and spring-water processing structure using mold panel units |
| CN102108756A (en) * | 2011-01-11 | 2011-06-29 | 济南市住宅产业化发展中心 | Composite wallboard, production method thereof, and connection structure |
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| CN113202191A (en) * | 2021-05-28 | 2021-08-03 | 中国建筑第二工程局有限公司 | Fabricated building and assembling method thereof |
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| Publication number | Publication date |
|---|---|
| CN107268837B (en) | 2023-05-19 |
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