CN206581482U - A kind of assembled architecture of concrete prefabricated wallboard and its composition - Google Patents
A kind of assembled architecture of concrete prefabricated wallboard and its composition Download PDFInfo
- Publication number
- CN206581482U CN206581482U CN201621407341.1U CN201621407341U CN206581482U CN 206581482 U CN206581482 U CN 206581482U CN 201621407341 U CN201621407341 U CN 201621407341U CN 206581482 U CN206581482 U CN 206581482U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- hole
- horizontal
- wall
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model discloses a kind of concrete prefabricated wallboard and its assembled architecture of composition, the horizontal hole of not insertion is provided with wallboard.The utility model is used in the reserved horizontal hole of wallboard side rib, insertion meets the horizontal reinforcement of the building structural design specification requirement lap of splice, the cross-drilled hole of the whole wallboard of insertion need not be opened up, the overlap joint connection of horizontal reinforcement between prefabricated panel can just be reached, the delivery request between transverse horizontal is met, the requirement of architectural design earthquake resistant code is met.The horizontal reinforcement length of insertion is greatly shortened, cost has been saved, the workload and difficulty of construction for wearing insertion transverse steel is reduced, and this method is implemented simply, conveniently, effectively, good anti seismic efficiency can be obtained, while the prefabricated panel manufacturing is more convenient, quality is higher.
Description
Technical field
The utility model is related to assembled architecture field, and more particularly to a kind of concrete prefabricated wallboard and its composition are built
Build.
Background technology
At present, it is the speed of application caused by the traditional first assembling reinforcement of improvement again the construction mode of cast-in-place concrete
Slowly the problem of, job site is filthy, building trade has been carried out the form of construction work of industrialization, not only improves speed, construction now
Field is clean and tidy, and can energy-saving and emission-reduction, environmental protection.
In the form of construction work of industrialization, the common wall of large area, corner and the wall of door and window is installed all using prefabricated
Component assembles.The prefabricated components of the wall for installing door and window are wherein assembled into, it is not only complicated, and if design
Unreasonable, the intensity for constituting wall does not reach use requirement easily yet.
Patent CN101985856 disclose a kind of free removal in have prefabricated reinforced concrete formwork and the making side of cross bore
Method, the template of the patent, which is used, is provided with longitudinally through hole and lateral direction penetrating hole in steel bar concrete precast slab, plate, these longitudinal directions are passed through
Via holes and lateral direction penetrating the hole formation hollow intersection duct extended in all direction.Patent CN102061803 discloses a kind of base
In the shear wall structure building and method of construction of cross-hole prefabricated reinforced concrete template, i.e., using patent CN101985856 template
When progress encloses building, transverse steel and longitudinal reinforcement are worn in the hollow intersection duct extended in all direction, and fills concrete formed
Cast-in-place concrete shear wall structure.The shortcoming of this method is：(1) transverse steel and vertical reinforcement quantity worn needed for is very more；
(2) when enclosing building, if the length of wall is more than 5 meters, even up to more than 10 meters, then transverse steel is needed long
The one end in duct wear to the other end, construct extremely difficult.
Patent (the application number of the applicant：201510523003.8) disclose a kind of precast reinforced concrete structure and its
The assembled architecture of composition, the connected mode of adjacent two block concretes component uses the horizontal reinforcement end in plate and connects pre-
Embedded part is inserted into split bolt, belongs to the mode being indirectly connected with.The shortcoming of this method is：(1) wall horizontal reinforcement and pre-buried
The welding production of part and the workload of inspection solder joint are very huge, and production cost is high；(2) the later stage cleaning protection work of built-in fitting
It is highly difficult；(3) consumption of split bolt is very big, and the site operation workload brought is also very big, including being screwed into of split bolt,
The amount of screwing detection, the inspection retrial of split bolt etc.；(4) component outward appearance is complicated, and the later stage uses the workload that concrete is filled up
It is larger；(5) component inside is because without cross-drilled hole, the connectivity of concrete is poor, causes the stability and shock resistance of construction wall
The buildings more than requirement of skyscraper, especially 15 layer can not be met；(6) longitudinal circular hole size in wallboard is smaller, no
It is easy to the cast of concrete and vibrates, and pillar reinforcing bar can not be put into, causing the intensity and anti-seismic performance of construction wall can not expires
The buildings more than requirement of sufficient skyscraper, especially 15 layer.
Utility model content
First purpose of the present utility model is to provide a kind of concrete prefabricated wallboard.
Second purpose of the present utility model is to provide a kind of assembling being made up of the concrete prefabricated wallboard of the utility model
Formula is built.
The vertical hole of insertion is provided with a kind of concrete prefabricated wallboard, wallboard, wherein, the transverse holes of not insertion are provided with wallboard
Hole.
As the further improvement of above-mentioned concrete prefabricated wallboard, wherein, the horizontal hole is mutually communicated with vertical hole.
As the further improvement of above-mentioned concrete prefabricated wallboard, wherein, parallel to wallboard side in the horizontal hole
Size >=the 80X80mm in the section in face；Two sides up and down of the wallboard are provided with along the recessed of panel width direction or so insertion
In groove, groove parallel to wallboard side section be shaped as opening rectangle, square, trapezoidal or semicircle；It is described
The vertical muscle of wall, wall horizontal bar and wall lacing wire, institute are distributed with respectively along height, width and thickness direction in the plate body of wallboard
State the vertical muscle of wall, wall horizontal bar and wall lacing wire and be interconnected to constitute steel reinforcement cage；Parallel to wallboard bottom surface in the vertical hole
Section size >=200X100mm；Interval >=80mm between two horizontal holes up and down；The plate body of wallboard is that concrete is pre-
System.
Improved as a more step for concrete prefabricated wallboard, can be preferably, wherein, provided with 2 vertical holes in wallboard；Wallboard
Left and right sides be provided with longitudinal opening groove along wall-plate level direction up/down perforation, it is parallel in the longitudinal opening groove
Size >=100X100mm in the section of wallboard bottom surface；
Multiple horizontal holes are provided with the longitudinal opening groove；The horizontal hole and wallboard of one row of left side in wallboard
The vertical hole in interior left side is mutually communicated；The horizontal hole and the vertical hole on right side in wallboard of one row of right side is mutually communicated in wallboard；
In wallboard the depth of the horizontal hole of one row of left side for left side in left side outer and the wallboard of wallboard vertical hole right flank it
Between distance, its size >=100mm；Right side outer and wall of the depth of the horizontal hole of one row of right side for wallboard in wallboard
The distance between the vertical hole left surface on right side, its size >=100mm in plate.
Improved as a more step for concrete prefabricated wallboard, can also be preferably, wherein, provided with 1 vertical hole in wallboard；Wall
The left side of plate is provided with the longitudinal opening groove along wall-plate level direction up/down perforation, in the longitudinal opening groove parallel to
Size >=the 100X100mm in the section of wallboard bottom surface；Multiple horizontal holes are provided with the longitudinal opening groove；In wallboard
Horizontal hole be mutually communicated with the vertical hole in wallboard；Left side outer of the depth of horizontal hole for wallboard and the vertical hole in wallboard
The distance between right flank, its size >=50mm；
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wall
The upper right corner of plate forms a right-angle notch.
Improved as a more step for concrete prefabricated wallboard, can also be preferably, wherein, provided with 1 vertical hole in wallboard；Wall
Left side is provided with multiple horizontal holes in plate；Horizontal hole in wallboard is mutually communicated with the vertical hole in wallboard；Horizontal hole
Depth be the distance between vertical hole right flank in left side outer and the wallboard of wallboard, its size >=50mm；The vertical hole
The distance between right side outer of left surface and wallboard >=300mm；
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wall
The upper right corner of plate forms a right-angle notch.
A kind of assembled architecture, using above-mentioned concrete prefabricated wallboard, wherein, band longitudinal edge in concrete prefabricated wallboard
The side in hole is mutually butted to form some blocks of bulk wallboards, and longitudinally lateral opening side docking is enclosed for the bands of some blocks of bulk wallboards
Synthetic wall；Vertical reinforced mesh or steel reinforcement cage are provided with the vertical hole of wall；It is cast-in-place that the corner of wall is provided with " L " type
Post, the T-shape infall of wall is provided with the cast-in-place post of T-shape；The horizontal hole of two neighboring concrete prefabricated wallboard is formed
Through hole in be equipped with horizontal reinforcement；The phase of the horizontal hole of concrete prefabricated wallboard and the cast-in-place post of " L " type or the cast-in-place post of T-shape
Horizontal reinforcement is equipped with the through hole of the horizontal hole formation of junction, the horizontal reinforcement worn extend into " L " type or T-shape is existing
Pour post edge；
The wall horizontal bar of steel reinforcement cage constitutes overlap joint connection and meets high in the horizontal reinforcement and wallboard that are worn in the through hole
The overlap joint connecting length of layer building requirements；Transverse holes between concrete prefabricated wallboard and the cast-in-place post of " L " type or the cast-in-place post of T-shape
The horizontal reinforcement of steel reinforcement cage constitutes the overlap joint connection for meeting skyscraper requirement in the horizontal reinforcement and prefabricated panel that are worn in hole
Length；Concrete has been poured in described hole.
Assembled architecture described in the utility model, wherein additionally using another concrete prefabricated wallboard, the wallboard
It is interior provided with horizontal hole, horizontal hole or so insertion wallboard；
In cross-drilled hole parallel to wallboard side section size >=80X80mm；The side up and down of wallboard is provided with along wallboard
The groove of width or so insertion；In groove parallel to wallboard side section be shaped as opening it is trapezoidal or rectangular
Shape；
The vertical muscle of wall, wall horizontal bar and wall are distributed with respectively along height, width and thickness direction in the plate body of wallboard
Body lacing wire, the vertical muscle of wall, wall horizontal bar and wall lacing wire are interconnected to constitute steel reinforcement cage；The plate body of wallboard is that concrete is pre-
System；
Left side, right edge or the left and right sides of wallboard are provided with and opened along the longitudinal direction of wall-plate level direction up/down perforation
Size in port recess, longitudinal opening groove parallel to the section of wallboard bottom surface is >=100X100mm.
Compared with prior art, it protrudes effect and existed the building of concrete prefabricated wallboard of the present utility model and its composition
In：
(1) compared with patent CN101985856, patent CN102061803, the utility model uses reserved in wallboard side rib
Horizontal hole, insertion meets the horizontal reinforcement of the national lap of splice, the cross-drilled hole without opening up the whole wallboard of insertion, the level of insertion
Reinforcing bar length is greatly shortened, and has saved cost, reduces the workload and difficulty of construction for wearing transverse steel, and this method is implemented
Simply, conveniently, effectively, good anti seismic efficiency can be obtained.
(2) wallboard of the present utility model need not connect built-in fitting, therefore, and a large amount of reinforcing bars and built-in fitting are reduced in production
Welding production and check workload, decrease built-in fitting protected working and the cleaning in later stage protection etc. work, greatly
Save production cost；In construction, the workload of site operation is greatly reduced (such as：The amount of screwing of split bolt is reduced, is screwed into
Amount detection and the inspection retrial of split bolt etc.), while also saving cost.
(3) wallboard of the present utility model eliminates the preformed hole for being screwed into bolt, and such component outward appearance is cleaner and tidier；Also subtract
That has lacked the later stage fills up operation；Equally also save cost.
(4) wallboard both sides of the present utility model rib opens the reserved horizontal hole of insertion horizontal reinforcement, greatly improves
Concrete is mutually communicated, and adds the stability and shock resistance of construction wall, and be particularly suitable for use in more than 15 layers of building.
(5) same to patent application (application number：201510523003.8) compare, the section chi of the vertical hole of the utility model wallboard
It is very little bigger, facilitate pouring and vibrating for concrete；And hole becomes big, the ladder reinforcing bar in original hole can be become
Pillar reinforcing bar, improves the intensity and anti-seismic performance of construction wall, and be particularly suitable for use in more than 15 layers of building.
(6) the horizontal hole and vertical hole of not insertion are mutually communicated in wallboard of the present utility model, are easy to pouring for concrete.
Explanation and specific embodiment are to concrete prefabricated wallboard of the present utility model and its dress of composition below in conjunction with the accompanying drawings
It is described further with formula building.
Brief description of the drawings
Fig. 1 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 1；
Fig. 1 b are the left view of the concrete prefabricated wallboard of embodiment 1；
Fig. 1 c are the horizontal sectional view at " A-A " place along along Fig. 1 a of the concrete prefabricated wallboard of embodiment 1；
Fig. 1 d are the front view of the concrete prefabricated wallboard of embodiment 1；
Fig. 1 e are the right view of the concrete prefabricated wallboard of embodiment 1；
Fig. 2 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 2；
Fig. 2 b are the left view of the concrete prefabricated wallboard of embodiment 2；
Fig. 2 c are the right view of the concrete prefabricated wallboard of embodiment 2；
Fig. 2 d are the horizontal sectional view at " B-B " place along along Fig. 2 a of the concrete prefabricated wallboard of embodiment 2；
Fig. 3 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 3；
Fig. 3 b are the horizontal sectional view at " C-C " place along along Fig. 3 a of the concrete prefabricated wallboard of embodiment 3；
Fig. 4 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 4；
Fig. 4 b are the horizontal sectional view at " D-D " place along along Fig. 4 a of the concrete prefabricated wallboard of embodiment 4；
Fig. 5 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 5；
Fig. 5 b are the horizontal sectional view at " E-E " place along along Fig. 5 a of the concrete prefabricated wallboard of embodiment 5；
Fig. 6 a are the sectional view of the front view of the concrete prefabricated wallboard of embodiment 6；
Fig. 6 b are the horizontal sectional view at " F-F " place along along Fig. 6 a of the concrete prefabricated wallboard of embodiment 6；
Fig. 7 is the top view of the building enclosed by the concrete prefabricated wallboard of some pieces of embodiments 1 and embodiment 2
Sectional view；
Wherein, 71- or window, the concrete prefabricated wallboard of 72- embodiments 1, the concrete prefabricated wall of 73- embodiments 2
Plate, the cast-in-place post of 74- T-shapes, 75- is located in the horizontal reinforcement in the cavity that the horizontal hole of two blocks of wallboards is surrounded；76- " L " type
Cast-in-place post.
The sectional view of the front view for the door-window opening that Fig. 8 encloses for the concrete prefabricated wallboard of embodiment 2；
Wherein, the concrete prefabricated wallboard of 81- embodiments 2,82- doorframes hole formwork.
Fig. 9 a are the wall enclosed by the concrete prefabricated wallboard of embodiment 1 and the concrete prefabricated wallboard of embodiment 2
The sectional view of the front view of body；
Fig. 9 b are the wall enclosed by the concrete prefabricated wallboard of embodiment 1 and the concrete prefabricated wallboard of embodiment 2
The sectional view of the top view of body；
Wherein, the concrete prefabricated wallboard of 91- embodiments 1；92- is located in the cavity that the horizontal hole of two blocks of wallboards is surrounded
Interior horizontal reinforcement；93- vertical reinforcements；94- floors；The cast-in-place post of 95- " L " type.
Embodiment
Embodiment 1
With reference to shown in Fig. 1 a- Fig. 1 e, a kind of concrete prefabricated wallboard, wallboard is interior provided with 2 vertical holes 111,112, vertical hole
111st, 112 up/down perforation wallboard；Left side is provided with right side in multiple horizontal holes 121, wallboard and is provided with multiple horizontal holes in wallboard
122, horizontal hole 121,122 or so not insertion wallboards.
In vertical hole 111,112 parallel to wallboard bottom surface section size >=200X100mm；In horizontal hole 121,122
Parallel to the size >=80X80mm in the section of wallboard side；The upper side edge of wallboard is provided with along panel width direction or so insertion
Groove 15, the lower side of wallboard is provided with the groove 16 along panel width direction or so insertion.The height of groove 15,16 is 0-
120mm。
In groove 15,16 parallel to wallboard side section be shaped as opening trapezoidal or rectangle；The plate of wallboard
The vertical muscle 191 of wall, wall horizontal bar 192 and wall lacing wire 193, wall are distributed respectively along height, width and thickness direction in vivo
The vertical muscle 191 of body, wall horizontal bar 192 and wall lacing wire 193 are interconnected to constitute steel reinforcement cage；Up and down between two horizontal holes
Interval >=80mm；The plate body of wallboard is concrete prefabricated；The depth of the horizontal hole 121,122 is more than or equal to protect
Demonstrate,prove the lapped length of steel bar required for the stability for the wall that adjacent two blocks of wallboards are constituted.
The left and right sides of wallboard are provided with the longitudinal opening groove 13,14 along wall-plate level direction up/down perforation, described
In longitudinal opening groove 13,14 parallel to wallboard bottom surface section size >=100X100mm；The longitudinal opening groove 13,
Multiple horizontal holes are provided with 14.
The horizontal hole 121 and the vertical hole 111 in left side in wallboard of one row of left side is mutually communicated in wallboard；Positioned at wallboard
The horizontal hole 122 of the interior row of right side one and the vertical hole 112 on right side in wallboard are mutually communicated；The transverse direction of one row of left side in wallboard
Left side outer of the depth of hole for wallboard and the distance between the vertical hole right flank in left side, its size >=100mm in wallboard；Position
On the right side of in wallboard between vertical hole left surface of the depth of the horizontal hole of a row for right side in the right side outer of wallboard and wallboard
Distance, its size >=100mm；
Several breach along the insertion of wallboard thickness direction are interval with the lower side of wallboard；Breach includes central indentation
17th, left side breach 181 and right edge breach 182；The quantity of the central indentation 17 is 1, the quantity of left side breach 181
For 1, the quantity of right edge breach 182 is 1.Section of the central indentation 17 along panel width direction is isosceles trapezoid；Left side
The section of side breach 181 and right edge breach 182 along panel width direction is right-angled trapezium.When the wallboard formation wall or
Person is built in casting concrete, and concrete is filled after the hole in wallboard, from central indentation 17, left side breach 181 and the right side
Side notch 182 flows out, it is ensured that wallboard is mutually cementing firm with floor.
The distance between the right flank of vertical hole 111 and the left surface of vertical hole 112 are 40-300mm.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) the horizontal core pipe that equivalent amount is placed in the left and right sides in longitudinal core pipe, steel reinforcement cage is placed in steel reinforcement cage, laterally
Core pipe is not through steel reinforcement cage, lateral core length of tube >=100mm；Longitudinal core pipe parallel to the section of wallboard bottom surface size >=
200X100mm；Size >=80X80mm of the horizontal core pipe parallel to the section of wallboard side；Up and down between two horizontal core pipes
Interval >=80mm；The distance between horizontal core pipe in left and right two is 40-300mm；The horizontal core pipe of the row of left side one and indulging for left side
It is mutually communicated to core pipe；The horizontal core pipe of the row of right side one and longitudinal core pipe on right side are mutually communicated；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength；
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.Set in the left and right sides of mould
Have the size in section in longitudinal boss along wall-plate level direction up/down perforation, longitudinal boss parallel to wallboard bottom surface >=
100X100mm.Several boss along the insertion of wallboard thickness direction are interval with the lower side of mould；Boss includes middle convex
Platform, left side boss and right edge boss；The quantity of intermediate lands is 1, and the quantity of left side boss is 1, and right edge is convex
The quantity of platform is 1.Section of the intermediate lands along panel width direction is isosceles trapezoid；Left side boss and right edge boss edge
The section in panel width direction is right-angled trapezium.
Embodiment 2
With reference to shown in Fig. 2 a- Fig. 2 d, a kind of concrete prefabricated wallboard, wallboard is interior provided with 1 vertical hole 21, and vertical hole is passed through about 21
Logical wallboard；Left side is provided with multiple horizontal holes 22, the horizontal not insertion wallboard of hole 22 or so in wallboard.
In vertical hole 21 parallel to wallboard bottom surface section size >=200X100mm；Parallel to wallboard in horizontal hole 22
Size >=the 80X80mm in the section of side；The upper side edge of wallboard is provided with the groove 25 along panel width direction or so insertion, wall
The lower side of plate is provided with the groove 26 along panel width direction or so insertion.The height of groove 25,26 is 0-120mm.
In groove 25,26 parallel to wallboard side section be shaped as opening trapezoidal or rectangle；The plate of wallboard
The vertical muscle 291 of wall, wall horizontal bar 292 and wall lacing wire 293, wall are distributed respectively along height, width and thickness direction in vivo
The vertical muscle 291 of body, wall horizontal bar 292 and wall lacing wire 293 are interconnected to constitute steel reinforcement cage；Up and down between two horizontal holes
Interval >=80mm；The plate body of wallboard is concrete prefabricated；The depth of the horizontal hole 22 is more than or equal to ensure phase
Lapped length of steel bar required for the stability for the wall that adjacent two blocks of wallboards are constituted.
The left side of wallboard is provided with the longitudinal opening groove 23 along wall-plate level direction up/down perforation, the longitudinal opening
In groove 23 parallel to wallboard bottom surface section size >=100X100mm；Multiple horizontal strokes are provided with the longitudinal opening groove 23
To hole；Horizontal hole in wallboard is mutually communicated with the vertical hole in wallboard；The depth of horizontal hole is the left side of wallboard
The distance between vertical hole right flank in outer and wallboard, its size >=50mm；
Several breach along the insertion of wallboard thickness direction are interval with the lower side of wallboard；Breach includes central indentation
27 and left side breach 28；The quantity of the central indentation 27 is 1, and the quantity of left side breach 28 is 1；Central indentation 27
It is isosceles trapezoid along the section in panel width direction；Section of the left side breach 28 along panel width direction is right-angled trapezium.When
The wall of wallboard formation is built in casting concrete, and concrete is filled after the hole in wallboard, from central indentation 27
Flowed out with left side breach 28, it is ensured that wallboard is mutually cementing firm with floor.
The lower edge of the upper edge of the right plate 201 of wallboard hole 221 more horizontal than from top to bottom count first is low by 0~
60cm, a right-angle notch 24 is formed in the upper right corner of wallboard.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) longitudinal core pipe and horizontal core pipe are placed in steel reinforcement cage, horizontal core pipe is not through steel reinforcement cage, lateral core length of tube
≥ 50mm；Size >=200X100mm of longitudinal core pipe parallel to the section of wallboard bottom surface；Horizontal core pipe is parallel to wallboard side
Section size >=80X80mm；Interval >=80mm between two horizontal core pipes up and down；Horizontal core pipe and longitudinal core pipe are mutual
Insertion；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength.
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.The left side of mould is provided with edge
In longitudinal boss of wall-plate level direction up/down perforation, longitudinal boss parallel to wallboard bottom surface section size >=
100X100mm.Several boss along the insertion of wallboard thickness direction are interval with the lower side of mould, boss includes middle convex
Platform, left side boss；The quantity of intermediate lands is 1, and the quantity of left side boss is 1；Intermediate lands are along panel width side
To section be isosceles trapezoid；Section of the left side boss along panel width direction is right-angled trapezium.The upper right corner of mould is provided with
Right angle boss, height >=160cm.
Embodiment 3
With reference to shown in Fig. 3 a and Fig. 3 b, a kind of concrete prefabricated wallboard, wallboard is interior provided with 1 vertical hole 31, and vertical hole is about 31
Insertion wallboard；Left side is provided with multiple horizontal holes 32, the horizontal not insertion wallboard of hole 32 or so in wallboard.
In vertical hole 31 parallel to wallboard bottom surface section size >=200X100mm；Parallel to wallboard in horizontal hole 32
Size >=the 80X80mm in the section of side；The side up and down of wallboard is provided with the groove along panel width direction or so insertion；It is recessed
The height of groove is 0-120mm.
In groove parallel to wallboard side section be shaped as opening trapezoidal or rectangle；Edge in the plate body of wallboard
Highly, width and thickness direction are distributed the vertical muscle 391 of wall, wall horizontal bar 392 and wall lacing wire 393 respectively, and wall is vertical
Muscle 391, wall horizontal bar 392 and wall lacing wire 393 are interconnected to constitute steel reinforcement cage；Interval between two horizontal holes up and down
≥80mm；The plate body of wallboard is concrete prefabricated；The depth of the horizontal hole 32 is more than or equal to ensure adjacent two pieces
Lapped length of steel bar required for the stability for the wall that wallboard is constituted.
Horizontal hole 32 in wallboard is mutually communicated with the vertical hole 31 in wallboard；The depth of horizontal hole 32 is wallboard
Left side outer and wallboard in the distance between the right flank of vertical hole 31, its size >=50mm；The left surface of the vertical hole 31 with
The distance between right side outer of wallboard >=300mm；
The lower side of wallboard is provided with 1 breach 34 along the insertion of wallboard thickness direction；Breach is central indentation；Breach 34
It is isosceles trapezoid along the section in panel width direction.When the wall or building of wallboard formation are in casting concrete, coagulation
Soil is filled after the hole in wallboard, is flowed out from breach 34, it is ensured that wallboard is mutually cementing firm with floor.
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wall
The upper right corner of plate forms a right-angle notch 33.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) longitudinal core pipe and horizontal core pipe are placed in steel reinforcement cage, horizontal core pipe is not through steel reinforcement cage, lateral core length of tube
≥ 50mm；Size >=200X100mm of longitudinal core pipe parallel to the section of wallboard bottom surface；Horizontal core pipe is parallel to wallboard side
Section size >=80X80mm；Interval >=80mm between two horizontal core pipes up and down；Horizontal core pipe and longitudinal core pipe are mutual
Insertion；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength.
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.Interval is set on the lower side of mould
There are several intermediate lands along the insertion of wallboard thickness direction, section of the intermediate lands along panel width direction is isosceles trapezoid.
The upper right corner of mould is provided with right angle boss, height >=160cm.
Embodiment 4
With reference to shown in Fig. 4 a and Fig. 4 b, a kind of concrete prefabricated wallboard, wallboard is interior provided with 1 vertical hole 41, and vertical hole is about 41
Insertion wallboard；Left side is provided with multiple horizontal holes 42, the horizontal not insertion wallboard of hole 42 or so in wallboard.
In vertical hole 41 parallel to wallboard bottom surface section size >=200X100mm；Parallel to wallboard in horizontal hole 42
The size in the section of side is >=80X80mm；The side up and down of wallboard is provided with the groove along panel width direction or so insertion；
The height of groove is 0-120mm.
In groove parallel to wallboard side section be shaped as opening trapezoidal or rectangle；Edge in the plate body of wallboard
Highly, width and thickness direction are distributed the vertical muscle 491 of wall, wall horizontal bar 492 and wall lacing wire 493 respectively, and wall is vertical
Muscle 491, wall horizontal bar 492 and wall lacing wire 493 are interconnected to constitute steel reinforcement cage；Interval between two horizontal holes up and down
≥80mm；The plate body of wallboard is concrete prefabricated；The depth of the horizontal hole 42 is more than or equal to ensure adjacent two pieces
Lapped length of steel bar required for the stability for the wall that wallboard is constituted.
Horizontal hole 42 in wallboard is mutually communicated with the vertical hole 41 in wallboard；The depth of horizontal hole 42 is wallboard
Left side outer and wallboard in the distance between the right flank of vertical hole 41, its size >=50mm；The left surface of the vertical hole 41 with
The distance between right side outer of wallboard >=300mm；
The lower side of wallboard is provided with 1 breach 44 along the insertion of wallboard thickness direction；Breach is central indentation；Breach 44
It is isosceles trapezoid along the section in panel width direction.When the wall or building of wallboard formation are in casting concrete, coagulation
Soil is filled after the hole in wallboard, is flowed out from breach 44, it is ensured that wallboard is mutually cementing firm with floor.
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wall
The upper right corner of plate forms a right-angle notch 43.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) longitudinal core pipe and horizontal core pipe are placed in steel reinforcement cage, horizontal core pipe is not through steel reinforcement cage, lateral core length of tube
≥50mm；Size >=200X100mm of longitudinal core pipe parallel to the section of wallboard bottom surface；Horizontal core pipe is parallel to wallboard side
Size >=the 80X80mm in section；Interval >=80mm between two horizontal core pipes up and down；Horizontal core pipe is mutually passed through with longitudinal core pipe
It is logical；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength.
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.Interval is set on the lower side of mould
There are several intermediate lands along the insertion of wallboard thickness direction, section of the intermediate lands along panel width direction is isosceles trapezoid.
The upper right corner of mould is provided with right angle boss, height >=160cm.
Embodiment 5
With reference to shown in Fig. 5 a and Fig. 5 b, a kind of concrete prefabricated wallboard, wallboard is interior to be provided with multiple cross-drilled holes 51, the cross-drilled hole 51
Left and right insertion wallboard.
In cross-drilled hole 51 parallel to wallboard side section size cun >=80X80mm；The side up and down of wallboard is provided with edge
The groove of panel width direction or so insertion；The height of groove is 0-120mm.
In groove parallel to wallboard side section be shaped as opening trapezoidal or rectangle；Edge in the plate body of wallboard
Highly, width and thickness direction are distributed the vertical muscle 591 of wall, wall horizontal bar 592 and wall lacing wire 593 respectively, and wall is vertical
Muscle 591, wall horizontal bar 592 and wall lacing wire 593 are interconnected to constitute steel reinforcement cage；The plate body of wallboard is concrete prefabricated；
The left and right sides of wallboard are provided with the longitudinal opening groove 52,53 along wall-plate level direction up/down perforation, longitudinal direction
In open recess 52,53 parallel to wallboard bottom surface section size >=100X100mm；
2 breach along the insertion of wallboard thickness direction are interval with the lower side of wallboard；Breach is left side breach 54
With right edge breach 55, section of the breach 54,55 along wallboard thickness direction is right-angled trapezium.When the wallboard formation wall or
Building is in casting concrete, and concrete is filled after the hole in wallboard, is flowed out from left side breach 54 and right edge breach 55,
Ensure that wallboard is mutually cementing firm with floor.
The distance between two adjacent cross-drilled holes 51 >=80mm up and down.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) horizontal core pipe is placed in steel reinforcement cage, horizontal core pipe runs through steel reinforcement cage；Horizontal core pipe is parallel to wallboard side
Size >=the 80X80mm in section；Interval >=80mm between two horizontal core pipes up and down；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength.
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.Set in the left and right sides of mould
Have the size in section in longitudinal boss along wall-plate level direction up/down perforation, longitudinal boss parallel to wallboard bottom surface >=
100X100mm.Several boss along the insertion of wallboard thickness direction are interval with the lower side of mould；Boss includes left side
Boss and right edge boss；The quantity of left side boss is 1, and the quantity of right edge boss is 1.Left side boss and right side
Section of the side boss along panel width direction is right-angled trapezium.
Embodiment 6
With reference to shown in Fig. 6 a and Fig. 6 b, a kind of concrete prefabricated wallboard, wallboard is interior to be provided with multiple cross-drilled holes 61, the cross-drilled hole 61
Left and right insertion wallboard.
Size in cross-drilled hole 61 parallel to the section of wallboard side is >=80X80mm；The side up and down of wallboard is provided with edge
The groove of panel width direction or so insertion；The height of groove is 0-120mm.
In groove parallel to wallboard side section be shaped as opening trapezoidal or rectangle；Edge in the plate body of wallboard
Highly, width and thickness direction are distributed the vertical muscle 691 of wall, wall horizontal bar 692 and wall lacing wire 693 respectively, and wall is vertical
Muscle 691, wall horizontal bar 692 and wall lacing wire 693 are interconnected to constitute steel reinforcement cage；The plate body of wallboard is concrete prefabricated；
The left side of wallboard is provided with the longitudinal opening groove 62 along wall-plate level direction up/down perforation, longitudinal opening groove
Size in 62 parallel to the section of wallboard bottom surface is >=100X100mm；
The lower side of wallboard is provided with 1 breach along the insertion of wallboard thickness direction；Breach is left side breach 64.Breach
64 be right-angled trapezium along the section in wall-plate level direction.When the wall or building of wallboard formation are in casting concrete, mix
Solidifying soil is filled after the hole in wallboard, is flowed out from left side breach 64, it is ensured that wallboard is mutually cementing firm with floor.
The distance between two adjacent cross-drilled holes 61 >=80mm up and down.
The manufacture method of the wallboard comprises the following steps：
(1) concrete, assembly jig, steel reinforcement cage and supporting built-in fitting are prepared；Steel reinforcement cage is by the vertical muscle of wall, wall level
Muscle and wall lacing wire are interconnected to constitute；
(2) horizontal core pipe is placed in steel reinforcement cage, horizontal core pipe runs through steel reinforcement cage；Horizontal core pipe is parallel to wallboard side
Size >=the 80X80mm in section；Interval >=80mm between two horizontal core pipes up and down；
(3) concrete is placed in the die cavity of mould, concrete is reached after some strength, extracts core pipe out, supported again
Shield, reaches depanning after mould unloading strength.
Wherein, the upper side edge of above-mentioned mould is provided with the boss along panel width direction or so insertion, the lower side of mould
It is provided with the boss along panel width direction or so insertion；The height of boss is 0-120mm.The left side of mould is provided with edge
In longitudinal boss of wall-plate level direction up/down perforation, longitudinal boss parallel to wallboard bottom surface section size >=
100X100mm.Several left side boss along the insertion of wallboard thickness direction are interval with the lower side of mould；Left side is convex
Section of the platform along panel width direction is right-angled trapezium.
Embodiment 7
With reference to shown in Fig. 7, a kind of assembled architecture, band is vertical in the concrete prefabricated wallboard of polylith embodiment 1 and embodiment 2
It is mutually butted to form some blocks of bulk wallboards to lateral opening side, longitudinally lateral opening side is right for the bands of some blocks of bulk wallboards
Connect shape synthetic wall.
Vertical reinforced mesh or steel reinforcement cage are provided with the vertical hole of wall, above-mentioned transverse horizontal reinforcing bar and vertical reinforcement are mutual
Connection.
The corner of wall is provided with the cast-in-place post of " L " type, and the T-shape infall of wall is provided with the cast-in-place post of T-shape.
Horizontal reinforcement is equipped with the through hole that the horizontal hole of the not insertion of two neighboring concrete prefabricated wallboard is formed；
The transverse holes that are combined place of the horizontal hole of the not insertion of concrete prefabricated wallboard with the cast-in-place post of " L " type or the cast-in-place post of T-shape
Horizontal reinforcement is equipped with the through hole that hole is formed, the horizontal reinforcement worn extend into " L " type or the cast-in-place post edge of T-shape；
The wall horizontal bar of steel reinforcement cage constitutes overlap joint connection and meets high in the horizontal reinforcement and wallboard that are worn in the through hole
The overlap joint connecting length of layer building requirements；Transverse holes between concrete prefabricated wallboard and the cast-in-place post of " L " type or the cast-in-place post of T-shape
The horizontal reinforcement of steel reinforcement cage constitutes the overlap joint connection for meeting skyscraper requirement in the horizontal reinforcement and prefabricated panel that are worn in hole；
Concrete has been poured in described hole.
The method of construction of the building comprises the following steps：
(1) the longitudinal stress steel in prefabricated panel vertical hole and required in the vertical hole of prefabricated panel adjacent shape is first laid
Muscle；
(2) first block of wallboard is laid；
(3) the horizontal steel for meeting design requirement is placed in the horizontal hole of all not insertions of first piece of prefabricated panel
Muscle；
(4) second block of wallboard is placed in first piece of adjacent position of wallboard；
(5) longitudinal bore to be formed is docked by the horizontal flat steel of hole reclaimed water along adjacent two pieces prefabricated panel using specific purpose tool
Muscle to the direction level of second block of wallboard, transversely stir by hole, its part is extend into the horizontal hole of second block of wallboard；
(6) casting concrete in institute's hole.
Concrete prefabricated wallboard is enclosed into composition Discussion on architecture bearing wall, in adjacent concrete prefabricated panel junction and
Steel reinforcement cage and reinforced mesh, wall corner, longitudinal cross wall junction and edge member position are respectively configured in the hollow hole of wallboard
Cast-in-situ reinforced concrete column is provided with, concrete prefabricated wallboard junction and all hollow holes use concreting；
Adjacent concrete prefabricated panel junction and cast-in-place wall, cast-in-place post are carried out by the horizontal reinforcement in the horizontal hole of not insertion
Effective overlap joint, after the completion of all reinforcing bars of building are fixedly connected, carry out concreting vibration compacting, makes the wall of whole building
Body turns into the entirety for meeting shockproof requirements.
Embodiment 8
With reference to shown in Fig. 8, a kind of wall, by the concrete prefabricated wallboard and a doorframe hole formwork group of 2 pieces of embodiments 2
Into the cross-drilled hole provided with multiple insertions in the formwork of doorframe hole.
The concrete prefabricated wallboard of 2 pieces of embodiments 2 it is spaced and it is symmetrical place, the left end of doorframe hole formwork position
In in the right-angle notch 24 of the concrete prefabricated wallboard of one piece of embodiment 2, the right-hand member of doorframe hole formwork is located at another piece
In the right-angle notch 24 of the concrete prefabricated wallboard of embodiment 2；The cross-drilled hole of doorframe hole formwork and the horizontal stroke of concrete prefabricated wallboard
It is connected to hole.
The level along panel width direction is equipped with the cross-drilled hole of two block concrete prefabricated panels and doorframe hole formwork
Vertical reinforcement is equipped with reinforcing bar, the vertical hole of concrete prefabricated wallboard, above-mentioned horizontal reinforcement and vertical reinforcement are interconnected on one
Rise.
Embodiment 9
With reference to shown in Fig. 9 a and Fig. 9 b, a kind of assembled architecture, the concrete prefabricated wall of polylith embodiment 1 and embodiment 2
It is mutually butted to form some blocks of bulk wallboards with the lateral opening side in longitudinal direction in plate, the band of some blocks of bulk wallboards is longitudinally lateral opening
Side docking enclose wall；Wall upper surface is provided with floor.
Vertical reinforcement is provided with the vertical hole of wall, above-mentioned transverse steel and vertical reinforcement are connected with each other.
The corner of wall is provided with the cast-in-place post of " L " type.
Horizontal reinforcement is equipped with the through hole that the horizontal hole of the not insertion of two neighboring concrete prefabricated wallboard is formed；
The transverse holes that are combined place of the horizontal hole of the not insertion of concrete prefabricated wallboard with the cast-in-place post of " L " type or the cast-in-place post of T-shape
Horizontal reinforcement is equipped with the through hole that hole is formed, the horizontal reinforcement worn extend into " L " type or the cast-in-place post edge of T-shape；
The wall horizontal bar of steel reinforcement cage constitutes overlap joint connection and meets high in the horizontal reinforcement and wallboard that are worn in the through hole
The overlap joint connecting length of layer building requirements；Transverse holes between concrete prefabricated wallboard and the cast-in-place post of " L " type or the cast-in-place post of T-shape
The horizontal reinforcement of steel reinforcement cage constitutes the overlap joint connection for meeting skyscraper requirement in the horizontal reinforcement and prefabricated panel that are worn in hole；
Concrete has been poured in described hole.
The method of construction of the building comprises the following steps：
(1) the longitudinal stress steel in prefabricated panel vertical hole and required in the vertical hole of prefabricated panel adjacent shape is first laid
Muscle；
(2) first block of wallboard is laid；
(3) the horizontal steel for meeting design requirement is placed in the horizontal hole of all not insertions of first piece of prefabricated panel
Muscle；
(4) second block of wallboard is placed in first piece of adjacent position of wallboard；
(5) longitudinal bore to be formed is docked by the horizontal flat steel of hole reclaimed water along adjacent two pieces prefabricated panel using specific purpose tool
Muscle to the direction level of second block of wallboard, transversely stir by hole, its part is extend into the horizontal hole of second block of wallboard；
(6) casting concrete in institute's hole.
Concrete prefabricated wallboard is enclosed into composition Discussion on architecture bearing wall, in adjacent concrete prefabricated panel junction and
Steel reinforcement cage and reinforced mesh, wall corner, longitudinal cross wall junction and edge member position are respectively configured in the hollow hole of wallboard
Cast-in-situ reinforced concrete column is provided with, concrete prefabricated wallboard junction and all hollow holes use concreting；
Adjacent concrete prefabricated panel junction and cast-in-place wall, cast-in-place post are carried out by the horizontal reinforcement in the horizontal hole of not insertion
Effective overlap joint, after the completion of all reinforcing bars of building are fixedly connected, carry out concreting vibration compacting, makes the wall of whole building
Body turns into the entirety for meeting shockproof requirements.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, on the premise of the utility model design spirit is not departed from, and those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (8)
1. the vertical hole of insertion is provided with a kind of concrete prefabricated wallboard, wallboard, it is characterised in that：The horizontal stroke of not insertion is provided with wallboard
To hole.
2. concrete prefabricated wallboard according to claim 1, it is characterised in that：The horizontal hole is mutually passed through with vertical hole
It is logical.
3. concrete prefabricated wallboard according to claim 2, it is characterised in that：Parallel to wallboard side in the horizontal hole
Size >=the 80X80mm in the section in face；Two sides up and down of the wallboard are provided with along the recessed of panel width direction or so insertion
In groove, groove parallel to wallboard side section be shaped as opening rectangle, square, trapezoidal or semicircle；It is described
The vertical muscle of wall, wall horizontal bar and wall lacing wire, institute are distributed with respectively along height, width and thickness direction in the plate body of wallboard
State the vertical muscle of wall, wall horizontal bar and wall lacing wire and be interconnected to constitute steel reinforcement cage；Parallel to wallboard bottom surface in the vertical hole
Section size >=200X100mm；Interval >=80mm between two horizontal holes up and down；The plate body of wallboard is that concrete is pre-
System.
4. concrete prefabricated wallboard according to claim 3, it is characterised in that：Provided with 2 vertical holes in wallboard；A left side for wallboard
Right two sides are provided with the longitudinal opening groove along wall-plate level direction up/down perforation, the longitudinal opening groove parallel to wall
Size >=the 100X100mm in the section of plate bottom surface；
Multiple horizontal holes are provided with the longitudinal opening groove；The horizontal hole of one row of left side and a left side in wallboard in wallboard
The vertical hole of side is mutually communicated；The horizontal hole and the vertical hole on right side in wallboard of one row of right side is mutually communicated in wallboard；It is located at
In wallboard between vertical hole right flank of the depth of the horizontal hole of one row of left side for left side in the left side outer of wallboard and wallboard
Distance, its size >=100mm；The depth of the horizontal hole of one row of right side is in the right side outer of wallboard and wallboard in wallboard
The distance between the vertical hole left surface on right side, its size >=100mm.
5. concrete prefabricated wallboard according to claim 3, it is characterised in that：Provided with 1 vertical hole in wallboard；A left side for wallboard
Side is provided with the longitudinal opening groove along wall-plate level direction up/down perforation, the longitudinal opening groove parallel to wallboard bottom
Size >=the 100X100mm in the section in face；Multiple horizontal holes are provided with the longitudinal opening groove；Transverse direction in wallboard
Hole is mutually communicated with the vertical hole in wallboard；Left side outer of the depth of horizontal hole for wallboard and the vertical hole right flank in wallboard
The distance between, its size >=50mm；
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wallboard
The upper right corner forms a right-angle notch.
6. concrete prefabricated wallboard according to claim 3, it is characterised in that：Provided with 1 vertical hole in wallboard；It is left in wallboard
Side is provided with multiple horizontal holes；Horizontal hole in wallboard is mutually communicated with the vertical hole in wallboard；The depth of horizontal hole
The distance between vertical hole right flank in left side outer and wallboard for wallboard, its size >=50mm；The left surface of the vertical hole
With the distance between the right side outer of wallboard >=300mm；
Low 0~the 60cm of lower edge of the upper edge of the right plate of wallboard hole more horizontal than first from top to bottom counted, in wallboard
The upper right corner forms a right-angle notch.
7. a kind of assembled architecture, using the concrete prefabricated wallboard described in any one of claim 1 to 6, it is characterised in that：It is mixed
Longitudinally lateral opening side is mutually butted to form some blocks of bulk wallboards band in solidifying soil prefabricated panel, some blocks of bulk wallboards
Wall is enclosed with the lateral opening side docking in longitudinal direction；Vertical reinforced mesh or steel reinforcement cage are provided with the vertical hole of wall；Wall
Corner is provided with the cast-in-place post of " L " type, and the T-shape infall of wall is provided with the cast-in-place post of T-shape；It is two neighboring concrete prefabricated
Horizontal reinforcement is equipped with the through hole that the horizontal hole of wallboard is formed；The horizontal hole of concrete prefabricated wallboard and " L " type are existing
Horizontal reinforcement is equipped with the through hole for the horizontal hole formation for pouring the place of being combined of post or the cast-in-place post of T-shape, the horizontal steel worn
Muscle extend into " L " type or the cast-in-place post edge of T-shape；
The wall horizontal bar composition overlap joint connection of steel reinforcement cage meets high level and built in the horizontal reinforcement and wallboard that are worn in the through hole
Build the overlap joint connecting length of requirement；In horizontal hole between concrete prefabricated wallboard and the cast-in-place post of " L " type or the cast-in-place post of T-shape
The horizontal reinforcement of steel reinforcement cage constitutes the overlap joint connecting length for meeting skyscraper requirement in the horizontal reinforcement and prefabricated panel that wear；
Concrete has been poured in described hole.
8. assembled architecture according to claim 7, it is characterised in that：The assembled architecture additionally uses another mixed
Provided with cross-drilled hole in solidifying soil prefabricated panel, the wallboard, cross-drilled hole or so insertion wallboard；
In cross-drilled hole parallel to wallboard side section size >=80X80mm；The side up and down of wallboard is provided with along panel width
The groove of direction or so insertion；In groove parallel to wallboard side section be shaped as opening trapezoidal or rectangle；
The vertical muscle of wall, wall horizontal bar and wall are distributed with respectively along height, width and thickness direction in the plate body of wallboard to draw
Muscle, the vertical muscle of wall, wall horizontal bar and wall lacing wire are interconnected to constitute steel reinforcement cage；The plate body of wallboard is concrete prefabricated；
Left side, right edge or the left and right sides of wallboard are provided with recessed along the longitudinal opening of wall-plate level direction up/down perforation
Size in groove, longitudinal opening groove parallel to the section of wallboard bottom surface is >=100X100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621407341.1U CN206581482U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled architecture of concrete prefabricated wallboard and its composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621407341.1U CN206581482U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled architecture of concrete prefabricated wallboard and its composition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581482U true CN206581482U (en) | 2017-10-24 |
Family
ID=60109107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621407341.1U Active CN206581482U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled architecture of concrete prefabricated wallboard and its composition |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581482U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499116A (en) * | 2016-12-20 | 2017-03-15 | 北京珠穆朗玛绿色建筑科技有限公司 | A kind of concrete prefabricated wallboard and its assembled architecture and method of construction of composition |
| CN109736478A (en) * | 2019-01-28 | 2019-05-10 | 北京博创绿色建筑科技有限公司 | The combined prefabricated edge member of L-type, T-type concrete shear wall structure |
-
2016
- 2016-12-20 CN CN201621407341.1U patent/CN206581482U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499116A (en) * | 2016-12-20 | 2017-03-15 | 北京珠穆朗玛绿色建筑科技有限公司 | A kind of concrete prefabricated wallboard and its assembled architecture and method of construction of composition |
| CN109736478A (en) * | 2019-01-28 | 2019-05-10 | 北京博创绿色建筑科技有限公司 | The combined prefabricated edge member of L-type, T-type concrete shear wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106499116A (en) | A kind of concrete prefabricated wallboard and its assembled architecture and method of construction of composition | |
| CN102061803B (en) | Shear wall structure building based on cross-hole prefabricated reinforced concrete template and construction method thereof | |
| CN108678220B (en) | Concrete shear wall with integrally installed reinforcing steel bar templates | |
| CN106869333B (en) | The shear wall structure and method of construction of prefabricated edge member and preparation method and composition | |
| CN201883529U (en) | Shear wall structure building based on cross-hole prefabricated reinforced-concrete formwork | |
| CN203701334U (en) | Reinforced and prefabricated type shear wall structure | |
| TWM428973U (en) | Building structure with stay-in-place mould | |
| CN103790267A (en) | Reinforcement type prefabricated assembly type shear wall structure and construction method thereof | |
| CN105134009A (en) | Sill coping concrete structure of frame structure infilled wall and construction method | |
| CN105143570A (en) | Building structure and construction method for same | |
| CN206581482U (en) | A kind of assembled architecture of concrete prefabricated wallboard and its composition | |
| CN112726878A (en) | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| CN210369032U (en) | Socket type precast concrete assembled retaining wall unit and assembled retaining wall thereof | |
| CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN210888330U (en) | Prefabricated building enclosure | |
| CN210421512U (en) | Positioning, mounting and connecting structure of PC prefabricated wall board | |
| CN211143393U (en) | Frame for preparing assembly type concrete core-filled wall and assembly type concrete core-filled wall | |
| CN108343234B (en) | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof | |
| CN205691309U (en) | A kind of big than chi assembled integral Shear wall tube structure structure | |
| CN206189891U (en) | Existing building reinforcement is from load -bearing and insulating integration system | |
| CN211922151U (en) | Connection structure of crashproof kerbstone and lane board in shield tunnel | |
| CN103572891A (en) | Prefabricated channel plate | |
| CN112144675A (en) | Precast concrete reversed ridge with overhanging reinforcing steel bars and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |