CN109339280A - A kind of frame prefabricated panel and its installation method - Google Patents
A kind of frame prefabricated panel and its installation method Download PDFInfo
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- CN109339280A CN109339280A CN201811356058.4A CN201811356058A CN109339280A CN 109339280 A CN109339280 A CN 109339280A CN 201811356058 A CN201811356058 A CN 201811356058A CN 109339280 A CN109339280 A CN 109339280A
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- prefabricated panel
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- 238000009434 installation Methods 0.000 title claims abstract description 45
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000004519 manufacturing process Methods 0.000 claims abstract description 3
- 239000011440 grout Substances 0.000 claims description 10
- 239000000945 filler Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000011900 installation process Methods 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 2
- 238000004321 preservation Methods 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000006227 byproduct Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000007306 turnover Effects 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B2/66—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention provides a kind of frame prefabricated panel and its installation method, frame prefabricated panel includes prefabricated panel module and prefabricated wall column module, prefabricated wall column module is equipped with L-type column, T-type column and ten type columns, the prefabricated panel module and prefabricated wall column module are by including that the outer rim of munnion and horizontal frame surrounds hollow integrated frame, outer rim with a thickness of 60~300mm, it is equipped with the stull parallel with top frame apart from 100~600mm of top frame in lower portion, the lintel sky between stull and top frame is made to may pass through beam.To be bolted between prefabricated panel, the problem of Transport Machinery is carried is not depended on the scene that ultralight frame prefabricated panel realizes building block, since weight considerably reduces, each module only needs manpower that can easily carry, and modularized production has unified standard, site assembly mounting is quick and convenient, can greatly save construction cost and construction speed.
Description
Technical field
The invention belongs to prefabricated buildings building fields, and in particular to a kind of frame prefabricated panel and its installation method.
Background technique
The problem of relying on Transport Machinery is needed in the carrying for facing construction material far from the progress building construction of highway area, is not had
There are the Transport Machinery such as truck crane or tower crane to be difficult to carry by manpower, it is each even if wall body moduleization is carried out assembled construction
The carrying of a module is still extremely difficult, and the prior art can not solve the problems, such as this assembled scheme very well.Therefore,
It is necessary to design a kind of prefabricated panel, fabricated building construction process is realized with modular structure, while in view of being not necessarily to
Assembling module easily can be transported to scene by Transport Machinery.
Summary of the invention
In view of the problems of the existing technology, the technical solution that the present invention uses to solve problems of the prior art
It is as follows:
A kind of frame prefabricated panel, including several prefabricated panel modules and prefabricated wall column module, it is characterised in that: described pre-
Wall column module processed includes center column and extends laterally several connecting pins of setting along cylinder, and adjacent connecting ends are mutually perpendicular to, institute
It states prefabricated panel module and prefabricated wall column module is the hollow integrated frame surrounded by the outer rim including munnion and horizontal frame,
It is equipped with the stull parallel with top frame above lower portion, is passed through by the lintel sky formed between stull and top frame for beam body.
The prefabricated wall column module according to the difference for extending laterally connecting pin quantity (2-4), including L-type column, T-type column and
Ten type columns, specific prefabricated wall column modular structure and quantity make according to design requirement and prepare.
The outer rim with a thickness of 60~300mm, be equipped with apart from the position 100~600mm of top frame and top in lower portion
The parallel stull of frame is arranged if the height of either side munnion is less than 150mm without stull.
The munnion multiple setting heights be equipped with frame parallel, horizontal perforative side bolt hole, be used for prefabricated panel
Transverse direction between module or between prefabricated panel module and prefabricated wall column module is fixedly connected；Interval is set at the top and bottom of outer rim
There is the bolt mounting groove vertical with outer rim, middle part band backing plate spiral shell is embedded in the outer rim of bolt installation groove location lateral surface
The backing plate of keyhole, for precast wall body with above or below between component vertically being fixedly connected.
The munnion is equipped with multiple parallel with cruciform bracing, horizontal perforative wall frame holes, the wall frame hole face of munnion side
Product accounts for the 20%~50% of the munnion lateralarea.
It is empty that the frame including a pair of of munnion and bottom transverse frame is equipped in outer rim below the stull of the prefabricated panel module,
Structure is one of following constructions in frame sky: being empty in a, frame are empty；B, slanting support is connected with munnion between a pair of of munnion；
C, horizontal support is vertically connected with munnion between a pair of of munnion；D, vertical with horizontal frame between stull and bottom transverse frame to connect
It is connected to vertical support, the end of the support is fixed by being close to the connecting plate of outer rim inner sidewall with outer rim bolt.
The lintel including a pair of of munnion and the horizontal frame in top is equipped in outer rim above the stull of the prefabricated panel module
Sky, lintel is empty interior equipped with vertical perpendicular support when the width of prefabricated panel module is greater than or equal to 1.2m.
The grout groove of indent is equipped in the middle part of the end face outside of the prefabricated panel module and prefabricated wall column module, grout groove is perpendicular
It is arranged to perforation.
Filling light thermal insulation material or building block in the space of the frame prefabricated panel, filling step can pacify at wall scene
It is carried out during dress.
Shread head crown wall frame module, protrusion in the middle part of the top frame of shread head crown wall frame module, two sides are equipped with for roof gable
Symmetrically have a down dip, the top of the two sides outer end difference integrally connected munnion of top frame；Protrusion, two sides are symmetrical in the middle part of stull below top frame
Have a down dip, the two sides outer end of stull respectively with munnion integrally connected；The top frame of gable top of the slope wall frame module is tilted to side, both ends point
At the top of the not contour munnion in other integrally connected two sides；The lower section of top frame is parallel with top frame equipped with stull, the two sides outer end point of stull
Not with munnion integrally connected.
Prefabricated doors and windows wallboard module is equipped with for erection of doors and windows position, prefabricated doors and windows wallboard module is equipped with by stull interval
Lintel sky and the frame of high compression are empty, make to reserve erection of doors and windows space below bottom transverse frame.
A kind of installation method of frame prefabricated panel, which comprises the steps of:
First, in accordance with the prefabricated panel module of planning preparation predetermined quantity and prefabricated wall column module and it is transported to scene, frame
Prefabricated panel module can be with manpower transport to installation site；Then the prefabricated panel module of bottom and prefabricated wall column module are passed through
The bolt mounting groove and foundation built-in bolt of bottom transverse frame are leveled and are fastenedly connected installation with nut；Then beam body is passed perpendicularly through
Lintel is empty, and floor is installed on beam, loads heat preservation filler or building block in frame is empty after the installation of frame prefabricated panel is fixed, is spelling
Concrete perfusion in the grout groove of pore-forming, last coating surface of wall；
The specific installation process of frame precast wall body includes:
A, the installation between same layer precast wall body；
Prefabricated panel module side is faced into the neat connecting pin of mounted prefabricated wall column module or the side of prefabricated panel module
End directly through the side bolt hole of contour alignment and is fastenedly connected, if in advance after bottom end levels by bolt and is fixed with bolt
Wall processed is equipped with wall frame hole then pipeline lateral arrangement in wall frame hole, and pipeline is contour with side bolt if without wall frame hole
Lateral arrangement in the pipeline hole disposed in parallel of hole；
B, the installation between upper and lower level frame prefabricated panel；
Corresponding prefabricated panel module or corresponding prefabricated wall column module are aligned between upper and lower level frame prefabricated panel, vertically
The backing plate bolt hole that the backing plate bolt hole of backing plate is aligned with lower layer top frame in bottom transverse frame bolt mounting groove is passed through with bolt, with spiral shell
Mother is fastenedly connected installation；
C, the installation on the prefabricated gable roof of frame；
Shread head crown wall frame is installed at the vertical non-alignment assembly gable roof wall frame above the top layer gable installed, middle part
Module, two sides top frame, which sequentially has a down dip, installs gable top of the slope wall frame module, and the bolt mounting groove of bottom transverse frame is vertically passed through with bolt
The backing plate bolt hole that the backing plate bolt hole at place is aligned with lower layer top frame is fastenedly connected installation, the side of munnion is laterally passed through with bolt
Bolt hole is fastenedly connected installation on the upside of bolt hole and laterally aligned frame prefabricated panel.
When connecting installation between upper and lower level frame prefabricated panel, the specific leveling process of top wall panel is as follows:
Bottom edge to be adjusted or top margin are as connection side, it is necessary first in the big face of munnion of distance connection 20~100mm of side
L-shaped fixed plate is fixedly mounted in side, and the fixed flank of L-shaped fixed plate is bonded munnion, and connection flank is put down while connecting close to connection
The L-shaped fixed plate of row, connection side two sides is equipped with the through-hole of vertical non-alignment, and stud is vertically passed through to the through-hole of a pair of of connection flank,
Respectively every a piece of connecting side wing two sides screw in nut, be followed successively by from top to bottom the first nut, the second nut, third nut and
4th nut, fastening lower section third nut and the 4th nut, side munnion where being adjusted by adjusting the position of the second nut
Height reaches planning level degree, fastens the first nut later；Then the fill concrete between connection side, after concrete setting
It completes upper layer precast wall body to fix, removes L-shaped fixed plate afterwards.
The present invention has the advantage that
The present invention does not depend on Transport Machinery with the scene that ultralight frame prefabricated panel realizes building block and carries
The problem of, since weight considerably reduces, each module only needs manpower that can easily carry, and modularized production has unified standard,
Site assembly mounting is quick and convenient, can greatly save construction cost and construction speed.Wall is loaded after assembled in situ
Filler, builds intensity and other technologies require to can achieve standard.
Detailed description of the invention
Fig. 1 is frame entity L-type column facade structures schematic front view；
Fig. 2 is the schematic top plan view of Fig. 1；
Fig. 3 is frame entity T-type type column facade structures schematic front view；
Fig. 4 is the schematic top plan view of Fig. 3；
Fig. 5 is ten type column facade structures schematic front view of frame entity；
Fig. 6 is the schematic top plan view of Fig. 5；
Fig. 7 is frame entity wallboard facade structures schematic front view；
Fig. 8 is the schematic top plan view of Fig. 7；
Fig. 9 is the wallboard facade structures schematic front view of frame entity band support；
Figure 10 is the schematic top plan view of Fig. 9；
Figure 11 is frame band frame hole L-type column facade structures schematic front view；
Figure 12 is the schematic top plan view of Figure 11；
Figure 13 is frame band frame hole T-type column facade structures schematic front view；
Figure 14 is the schematic top plan view of Figure 13；
Figure 15 is frame band ten type column facade structures schematic front view of frame hole；
Figure 16 is the schematic top plan view of Figure 15；
Figure 17 is frame band frame hole wallboard facade structures schematic front view；
Figure 18 is the schematic top plan view of Figure 17；
Figure 19 is the wallboard facade structures schematic front view of frame frame pore area support；
Figure 20 is the schematic top plan view of Figure 19；
Figure 21 is the lateral connection schematic diagram between frame wallboard；
Figure 22 is A-A cross-sectional view in Figure 21；
Figure 23 is the vertical connection schematic diagram between frame wallboard；
Figure 24 is frame building gable surface construction schematic diagram；
Figure 25 is gable top of the slope wall frame module organigram；
Figure 26 is shread head crown wall frame module organigram；
Figure 27 is the vertical connection perspective view between frame wallboard；
Figure 28 is the frame wallboard perspective view of the perpendicular support of band；
In figure: the connecting pin 1-, 2- stull, 3- munnion, 4- pipeline hole, the prefabricated wall column module of 5-, 6- frame is empty, the side 7- bolt
Hole, 8- lintel is empty, 9- column side end face, 10- grout groove, 11- prefabricated panel module, 12- backing plate, 13- band backing plate bolt hole, 14-
Bolt mounting groove, 15-L type column, 16-T type column, ten type column of 17-, 18- beam, 19- top frame, 20- connecting plate, 21- support, 22- connect
Connecting bolt, 23- wall frame hole, 24- shread head crown wall frame module, 25- gable top of the slope wall frame module, 26- fixing bolt, 27-L shape are solid
Fixed board, the first nut of 28-, the second nut of 29-, 30- stud, 31- third nut, the 4th nut of 32-, 33- connection flank, 34-
Fixed flank, the horizontal frame of 35-, the perpendicular support of 36-.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described, such as Fig. 1-
28 show frame precast wall panel structure schematic diagram and its installation process schematic diagram, and wherein frame prefabricated panel includes prefabricated panel
Module 11 and prefabricated wall column module 5, can form the major part of wall, and the installation of live bondbeam, floor and roof can be with
Constitute entire house frame.
Such as the prefabricated wall column module 5 in Fig. 1~6 and Figure 11~16, prefabricated wall column module 5 be equipped with L-type column 15 (Fig. 1,2,
11,12), T-type column 16 (Fig. 3,4,13,14) and ten type columns 17 (Fig. 5,6,15,16), plane see prefabricated wall column module 5 (Fig. 2,4,
6, it 12,14,16) is equipped with the connecting pin that 2~4 sides cross out, adjacent connecting pin is mutually perpendicular to, for wall turnover and branch
When connecting node.
Prefabricated panel module 11 and prefabricated wall column module 5 are by including that the outer rim of munnion 3 and horizontal frame surrounds hollow one
Frame, outer rim with a thickness of 60~300mm, be equipped in lower portion with 19 100~600mm of distance of top frame parallel with top frame
Stull 2 makes the lintel sky 8 between stull and top frame may pass through beam 18, when top frame may not be one section of straight straight line, stull be with
The same shape of top frame, such as pinnacle and the top of the slope of gable, top frame are not straightened conditions, stull is still parallel with top frame.If any
The height of side munnion 3 is less than 150mm then without stull, and especially the tail module of gable top of the slope is without stull.
As shown in Fig. 7,17, munnion 3 is equipped with and frame parallel, horizontal perforative side bolt hole 7, side in multiple setting heights
Bolt hole 7 it is highly standardized, the side bolt hole aligned in position in assembly can directly be bolted, can be used for prefabricated panel
Transverse direction between module or between prefabricated panel module and prefabricated wall column module is fixedly connected.
The outer rim of top and bottom is equipped at intervals with the bolt mounting groove 14 vertical with outer rim, installs groove location in bolt
Lateral surface outer rim be embedded with middle part the backing plate 12 with backing plate bolt hole 13, for precast wall body with above or below component
Between vertically be fixedly connected, nut is mounted on 14 side of bolt mounting groove of backing plate, and bolt mounting groove 14, which facilitates, to be fastened
Operation.
In order to further mitigate the weight of prefabricated panel, a kind of embodiment of frame prefabricated panel is as shown in figure 17, to erect
Frame 3 is equipped with multiple and frame parallel, horizontal perforative wall frame hole 23, and 23 area of wall frame hole of 3 side of munnion accounts for 3 side of munnion
The 20%~50% of area, only manpower can be carried the weight of such a frame wallboard.
It is empty that the frame including a pair of of munnion 3 and bottom transverse frame is equipped in the outer rim of 2 lower section of stull of prefabricated panel module 11
6, be one of following constructions in frame sky 6: be in frame sky 6 sky (such as Fig. 7,17), be connected with munnion between a pair of of munnion 3 it is oblique
Support 21 (such as Fig. 9,19), be vertically connected with munnion between a pair of of munnion 3 horizontal support 21 or at stull 2 and bottom
Vertical support 21 (such as Figure 28) is vertically connected between the horizontal frame in portion with horizontal frame, 21 end is supported to pass through abutting outer rim inside
The connecting plate 20 of wall is fixed with outer rim bolt.Shearing resistance can be enhanced in frame prefabricated panel with support, is in multiple frame skies 6
A prefabricated panel module 11 with transverse direction or skewed horizontal load is arranged between empty prefabricated panel module 11, is conducive to whole face wall
Frame installation is not filled by intensity when wall filler.When 11 width of prefabricated panel module is larger, when more than 1200mm, can be used
The prefabricated panel module 11 of the perpendicular support 36 of band is to enhance stability.
The lintel including a pair of of munnion 3 and the horizontal frame in top is equipped in the outer rim of 2 top of stull of prefabricated panel module 11
Sky 8, such as Figure 28, equipped with vertical perpendicular support 36 when the width of prefabricated panel module 11 is greater than or equal to 1.5m.
It is equipped with the grout groove 10 of indent in the middle part of the end face outside of prefabricated panel module 11 and prefabricated wall column module 5, such as schemes
2,4,6,8,10, the vertically communicated setting of grout groove 10.Stability is connected by grouting enhancing after wall body module splicing and is subtracted
Few crack.
As embodiment, as shown in Figure 24,26, when being designed as sharp roof, shread head crown wall is equipped with for roof gable
Frame module 24 is protruded in the middle part of the top frame 19 of shread head crown wall frame module 24, and two sides symmetrically have a down dip, the two sides outer end difference of top frame 19
The top of integrally connected munnion 3；It is protruded in the middle part of the stull 2 of the lower section of top frame, two sides symmetrically have a down dip, the two sides outer end difference of stull
With 3 integrally connected of munnion, stull 2 is parallel with top frame.
As shown in figure 25, gable top of the slope wall frame module 25, the top of gable top of the slope wall frame module 25 are equipped with for roof gable
Frame 19 is tilted to side, and not contour 3 top of munnion in integrally connected two sides is distinguished at both ends；If the lower section of top frame is equipped with stull 2
Parallel with top frame, the two sides outer end of stull is respectively with 3 integrally connected of munnion, and outermost gable top of the slope wall frame module 25 is due to one
The munnion of side is omitted, and stull 2 is also omitted.
Prefabricated doors and windows wallboard module is equipped with for erection of doors and windows position, prefabricated doors and windows wallboard module is equipped with by stull interval
The frame sky 6 of lintel sky 8 and high compression makes to reserve erection of doors and windows space below bottom transverse frame.
Filling light thermal insulation material or filling light thermal insulation material when in-site installation in the space of frame prefabricated panel.
A kind of installation method of frame prefabricated panel prepares the prefabricated panel module 11 of predetermined quantity and prefabricated according to planning
Wall column module 5 is simultaneously transported to scene, and frame prefabricated panel module is light-weight due to only having outer rim, can be with manpower transport to peace
Holding position solves the problems, such as remote districts or the building construction without Transport Machinery for carrying.
Prefabricated wall column module 5 is installed first, assembled prefabricated panel module 11 is then connected between prefabricated wall column module 5；
Bottom frame is first fixedly connected with when installation, the prefabricated panel module 11 of bottom and prefabricated wall column module 5 pass through the spiral shell of bottom transverse frame
Backing plate 12 and foundation built-in bolt at bolt mounting groove 14 are leveled with nut and are fastenedly connected installation, and pre-embedded bolt can pass through spiral shell
Mother adjusts the height of frame.After bottom is fixed, in prefabricated panel module 11 and adjacent prefabricated wall column module 5 or dry wall template die
Cross bolts connect between block 11.
Later, empty 8 mounting rails 18 of lintel are passed perpendicularly through, floor is installed on beam 18, in upper one layer equally first connection installation
Prefabricated wall column module 5 installs prefabricated panel module 11 later, fills out in frame sky 6 after the installation of frame prefabricated panel is fixed
Material or building block, concrete perfusion, last coating surface of wall in the grout groove 10 being combined into and in bolt mounting groove 14.
The installation method of precast wall body includes:
A, the installation between same layer precast wall body；
While the bottom frame for having arranged prefabricated panel in place is fixed, the alignment of 11 side of prefabricated panel module is made
The connecting pin 1 of the prefabricated wall column module 5 of installation or the side of prefabricated panel module 11, with bolt directly through the side of contour alignment
Bolt hole 7 is simultaneously fastenedly connected, pipeline lateral arrangement in wall frame hole 23 if precast wall body is equipped with wall frame hole 23, if do not had
Wall frame hole 23 then pipeline contour with lateral arrangement in the pipeline hole 4 disposed in parallel of side bolt hole 7, connection status such as Figure 21 institute
Show.
B, the installation between upper and lower level frame prefabricated panel；
When installing between upper and lower level frame prefabricated panel, the leveling of upper layer frame prefabricated panel can be carried out first, in advance
Wallboard module 11 processed or prefabricated wall column module 5 can carry out Levelling operation.
Such as Figure 23,27, it is necessary first to it is solid that L shape be fixedly mounted in the big surface side of munnion 3 apart from 20~100mm of bottom edge or top margin
Fixed board 27, the fixed flank 34 of L-shaped fixed plate 27 are bonded munnion 3, and connection flank 33 is close to parallel, connection when connecting while and with connection
While referring to the split edge frame profile of upper and lower level prefabricated panel at the split connecting sewing between upper and lower level prefabricated panel, side is connected
The L-shaped fixed plate 27 of two sides is equipped with the through-hole of vertical non-alignment, stud 30 is vertically passed through to the through-hole of a pair of of connection flank 33, respectively
Nut is screwed in the two sides of every a piece of connecting side wing 33, is followed successively by the first nut 28, the second nut 29, third nut from top to bottom
31 and the 4th nut 32, third nut 31 and the 4th nut 32 are fastened, where adjusting by adjusting the position of the second nut 29
The height of side munnion 3 reaches planning level degree, fastens the first nut 28 later；
The fill concrete between connection side, can fix upper layer precast wall body after to be solidified, remove L shape later and fix
Plate 27.
Carry out between upper and lower level prefabricated panel when being connected and fixed, such as Figure 23 is right between upper and lower level frame prefabricated panel
Neat corresponding prefabricated panel module 11 or corresponding prefabricated wall column module 5 are vertically installed with bolt across 35 bolt of bottom transverse frame
The backing plate bolt hole 13 that 12 backing plate bolt hole 13 of backing plate and lower layer's top frame 19 in slot 14 are aligned, is fastenedly connected peace with nut
Dress, bolt mounting groove 14 can be convenient the tightening operation of nut, and all fill concrete is starched after fastening installation, and metal parts is sealed
It closes, prevents from being corroded.
C, the installation on the prefabricated gable roof of frame；
The vertical non-alignment assembly gable roof wall frame above the top layer gable installed, as shown in figure 24, middle part installation
Shread head crown wall frame module 24, two sides top frame, which sequentially has a down dip, installs gable top of the slope wall frame module 25, keeps roof whole from shread head
The highest point of crown wall frame module 24 has a down dip to two lateral edge straight lines, at the bolt mounting groove 14 that bottom transverse frame is vertically passed through with bolt
The backing plate bolt hole 13 that 12 backing plate bolt hole 13 of backing plate is aligned with lower layer top frame is fastenedly connected installation, laterally passes through munnion with bolt
Side bolt hole 7 and laterally aligned frame prefabricated panel on the upside of bolt hole 7 be fastenedly connected installation.Gable top of the slope with stull
Wall frame module 25 can pass perpendicularly through beam.
Protection scope of the present invention is not limited to the above embodiments, it is clear that those skilled in the art can be to this hair
It is bright to carry out various changes and deformation without departing from scope and spirit of the present invention.If these changes and deformation belong to power of the present invention
In the range of benefit requirement and its equivalent technologies, then including the intent of the present invention also includes these changes and deforms.
Claims (10)
1. a kind of frame prefabricated panel, including several prefabricated panel modules and prefabricated wall column module, it is characterised in that: described prefabricated
Wall column module includes center column and extends laterally several connecting pins of setting along cylinder, and adjacent connecting ends are mutually perpendicular to, described
Prefabricated panel module and prefabricated wall column module are the hollow integrated frame surrounded by the outer rim including munnion and horizontal frame, in frame
Frame inner upper is equipped with the stull parallel with top frame, is passed through by the lintel sky formed between stull and top frame for beam body.
2. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: the prefabricated wall column module is according to laterally stretching
The difference of connecting pin quantity out, including L-type column, T-type column and ten type columns, specific prefabricated wall column modular structure and quantity are according to design
It is required that production prepares.
3. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: the outer rim with a thickness of 60~
300mm is equipped with the stull parallel with top frame apart from the position 100~600mm of top frame in lower portion, if the height of either side munnion
Then it is arranged without stull less than 150mm.
4. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: the munnion is equipped in multiple setting heights
With frame parallel, horizontal perforative side bolt hole, between prefabricated panel module or prefabricated panel module and prefabricated wall column mould
Transverse direction between block is fixedly connected；It is equipped at intervals with the bolt mounting groove vertical with outer rim at the top and bottom of outer rim, in bolt
Install and be embedded with backing plate of the middle part with backing plate bolt hole in the outer rim of groove location lateral surface, for precast wall body and top or under
Being vertically fixedly connected between square component.
5. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: the munnion is equipped with multiple horizontal with frame
Liangping row, horizontal perforative wall frame hole, the wall frame hole area of munnion side account for the 20%~50% of the munnion lateralarea.
6. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: below the stull of the prefabricated panel module
Outer rim in be equipped with include a pair of of munnion and bottom transverse frame frame it is empty, structure is one of following constructions in frame sky: in a, frame sky
For sky；B, slanting support is connected with munnion between a pair of of munnion；C, it is vertically connected between a pair of of munnion with munnion
Horizontal support；D, vertical support is vertically connected with horizontal frame between stull and bottom transverse frame, the end of the support is logical
The connecting plate for crossing abutting outer rim inner sidewall is fixed with outer rim bolt.
7. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: the prefabricated panel module and prefabricated wall column
The grout groove of indent, the vertically communicated setting of grout groove are equipped in the middle part of the end face outside of module.
8. a kind of frame prefabricated panel as described in claim 1, it is characterised in that: be equipped with shread head crown wall for roof gable
Frame module, the top frame middle part protrusion of shread head crown wall frame module, two sides symmetrically have a down dip, and integrally connected is distinguished in the two sides outer end of top frame
The top of munnion；Protrusion, two sides symmetrically have a down dip in the middle part of stull below top frame, and the two sides outer end of stull integrally connects with munnion respectively
It connects；The top frame of gable top of the slope wall frame module is tilted to side, and both ends are distinguished at the top of the not contour munnion in integrally connected two sides；Top frame
Lower section be equipped with stull it is parallel with top frame, the two sides outer end of stull respectively with munnion integrally connected.
9. such as a kind of described in any item installation methods of frame prefabricated panel of claim 1-8, which is characterized in that including as follows
Step: first, in accordance with the prefabricated panel module of planning preparation predetermined quantity and prefabricated wall column module and it is transported to scene, frame is pre-
Wallboard module processed can be with manpower transport to installation site；Then the prefabricated panel module of bottom and prefabricated wall column module are passed through into bottom
The bolt mounting groove and foundation built-in bolt of the horizontal frame in portion are leveled and are fastenedly connected installation with nut；Then beam body was passed perpendicularly through
Beam is empty, and floor is installed on beam, loads heat preservation filler or building block in frame is empty after the installation of frame prefabricated panel is fixed, is being combined into
Concrete perfusion in the grout groove in hole, last coating surface of wall；
The specific installation process of the frame precast wall body includes:
A, the installation between same layer precast wall body；
Prefabricated panel module side is faced into the neat connecting pin of mounted prefabricated wall column module or the side of prefabricated panel module, bottom
After end levels by bolt and is fixed, directly through the side bolt hole of contour alignment and it is fastenedly connected with bolt, if dry wall
Body is equipped with wall frame hole then pipeline lateral arrangement in wall frame hole, and pipeline is contour flat with side bolt hole if without wall frame hole
Lateral arrangement in the pipeline hole of row setting；
B, the installation between upper and lower level frame prefabricated panel；
Corresponding prefabricated panel module or corresponding prefabricated wall column module are aligned between upper and lower level frame prefabricated panel, vertically with spiral shell
Bolt passes through the backing plate bolt hole that the backing plate bolt hole of backing plate is aligned with lower layer top frame in bottom transverse frame bolt mounting groove, tight with nut
It is solidly connected installation；
C, the installation on the prefabricated gable roof of frame；
Shread head crown wall frame mould is installed at the vertical non-alignment assembly gable roof wall frame above the top layer gable installed, middle part
Block, two sides top frame, which sequentially has a down dip, installs gable top of the slope wall frame module, at the bolt mounting groove that bottom transverse frame is vertically passed through with bolt
The backing plate bolt hole that is aligned with lower layer top frame of backing plate bolt hole, be fastenedly connected installation, the side spiral shell of munnion laterally passed through with bolt
Bolt hole is fastenedly connected installation on the upside of keyhole and laterally aligned frame prefabricated panel.
10. a kind of installation method of frame prefabricated panel as claimed in claim 9, it is characterised in that: upper and lower level frame is prefabricated
When connecting installation between wallboard, the specific leveling process of top wall panel is as follows:
Bottom edge to be adjusted or top margin are as connection side, it is necessary first to solid in the big surface side of munnion of distance connection 20~100mm of side
Dingan County fills L-shaped fixed plate, and the fixed flank of L-shaped fixed plate is bonded munnion, and the close connection of connection flank is parallel while connection, even
The L-shaped fixed plate of edge fit two sides is equipped with the through-hole of vertical non-alignment, and stud is vertically passed through to the through-hole of a pair of of connection flank, is existed respectively
Two sides per a piece of connecting side wing screw in nut, are followed successively by the first nut, the second nut, third nut and the 4th spiral shell from top to bottom
Mother, fastening lower section third nut and the 4th nut, the height of side munnion reaches where being adjusted by adjusting the position of the second nut
To planning level degree, the first nut is fastened later；Then the fill concrete between connection side, is completed after concrete setting
Upper layer precast wall body is fixed, and removes L-shaped fixed plate afterwards.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811356058.4A CN109339280A (en) | 2018-11-14 | 2018-11-14 | A kind of frame prefabricated panel and its installation method |
| PCT/CN2019/117327 WO2020098618A1 (en) | 2018-11-14 | 2019-11-12 | Frame-type prefabricated wallboard and installation method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811356058.4A CN109339280A (en) | 2018-11-14 | 2018-11-14 | A kind of frame prefabricated panel and its installation method |
Publications (1)
| Publication Number | Publication Date |
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| CN109339280A true CN109339280A (en) | 2019-02-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811356058.4A Pending CN109339280A (en) | 2018-11-14 | 2018-11-14 | A kind of frame prefabricated panel and its installation method |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN109339280A (en) |
| WO (1) | WO2020098618A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110878592A (en) * | 2019-12-03 | 2020-03-13 | 张延年 | Detachable external wall insulation board installing frame |
| WO2020098618A1 (en) * | 2018-11-14 | 2020-05-22 | 武汉理工大学 | Frame-type prefabricated wallboard and installation method therefor |
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Also Published As
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| WO2020098618A1 (en) | 2020-05-22 |
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