CN110306722A - A kind of big plate of assembled integral - Google Patents
A kind of big plate of assembled integral Download PDFInfo
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- CN110306722A CN110306722A CN201910505243.3A CN201910505243A CN110306722A CN 110306722 A CN110306722 A CN 110306722A CN 201910505243 A CN201910505243 A CN 201910505243A CN 110306722 A CN110306722 A CN 110306722A
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- prefabricated board
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Panels For Use In Building Construction (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of big plate of assembled integral, belongs to assembled architecture field, including multiple vertically arranged vertical prefabricated boards, is linked together between the vertical prefabricated board of described two by lacing wire.Present invention more reasonable structure compared with prior art, stiffness and strength and waterproof effect are more preferable, manufacture it is more convenient efficiently, more saving material, cost are lower.The present invention is using batten in vertical assembly, and to buildings such as the high consistent houses of layer, batten specification is few, and high production efficiency is at low cost.Using assembled assembled integral outside plate of the invention, it can accomplish surfacing, it can be in order to avoid plastering, to reach saving material, construction efficiency is high, and reduces cost.The present invention is further, lifts at factory's well in advance decoration of exterior wall latter, construction efficiency and construction quality, save the cost can be improved.
Description
Technical field
The invention belongs to building engineering field more particularly to a kind of big plates of assembled integral.
Background technique
Prefabrication meets building industrialization and environmentally protective requirement, especially China's green building and building
Industrialized industrial policy, to prefabrication, its demand is increasing.Prefabricated assembled plate is prefabrication
One of main contents.
Existing prefabricated outer wall panel using batten, by the horizontal assembled assembling large plate of prefabricated batten and concrete prefabricated whole
Body plate, precast facade board size is smaller, erroneous for installation, and globality is bad, is also not suitable with band exterior wall finish and installs.Precast facade
Although batten, which has, facilitates manufacture, advantage at low cost, its assembled exterior wall sews on the shortcomings that leaking in the presence of cracking in assembly,
It can not be promoted the use of on house, public building always；And by the horizontal assembled assembling large plate of prefabricated batten due to can not
Meet wind resistance antidetonation, can not also promote the use of on skyscraper again.
Concrete prefabricated integral slab has band thermal insulation clamp sandwich layer with without laminboard layer two kinds of structures, is mainly used on house,
No matter which kind of requires custom built forms and customization bar frame, and specification is more, and producing efficiency is low, at high cost.
To solve to improve the above problem, the patent of invention (Chinese patent application of entitled " a kind of assembled entirety Side fascia "
Publication No. is CN107217783A, and data of publication of application: 2017.09.29 calls file 1 in the following text) propose a kind of technical solution.This is specially
Sharp technical solution is provided with upper and lower side frame, pin or elongated joint bar using multiple vertical prefabricated board splicings simultaneously；When there is hole
When, hole laterally disposed prefabricated board setting up and down, while reinforced steel is set on hole periphery.The technology is better meet
Prefabricated batten uses on skyscraper, and compares traditional prefabricated batten or horizontal assembling large plate, is able to satisfy wind resistance, antidetonation
Requirement, and cost is relatively low, the application obtained in the engineering that the company where me is presided over.
Published patent of invention " a kind of multifunction combined lightweight concrete curtain wall and preparation method thereof " (Chinese patent
Application publication number is CN103374986A, and data of publication of application: 2013.06.28 calls file 2 in the following text) describe second of technical side
Case.For the art solutions using the vertical lightweight concrete slab unit transverse splicing of muti-piece, plate unit upper and lower side is solid by engaging
The frame for being scheduled on fashioned iron with groove links together；As prioritization scheme, get through hole in plate stitching direction, penetrate reinforcing bar and
Adhesive is perfused in hole by the splicing intensity of Bar Anchorage stiffening plate in through-holes.The patent is disclosed simultaneously using above-mentioned splicing
The technical solution of window opening is set in the plate in the plate of technology, which is equipped with the installing frame connecting with window in window opening inner edge.
A kind of another published patent of invention " preassembling lightweight wall plate for carrying out industrialized production " (Chinese patent
Application publication number is CN202380609A, and data of publication of application: 2011.12.23 calls file 3 in the following text) describe the third technical side
Case.The art solutions mutually bond splicing along board width direction using muti-piece lightweight wall plate, and open up several through plate
It is wide to wear muscle hole positioned at plate thickness center, it wears and (being opened by end nut of the setting with backing plate to drawing reinforcing bar for tensioning is set in muscle hole
Tightly), and wearing in muscle hole each batten is assembled into one block of wallboard after grouting under pressure.It requires to wear muscle bore dia 35 in the technical solution
~40mm.
But there are some problems in 1 technology of file, main problem has in the application:
1. hole transverse direction prefabricated board joint bar is reserved, hole work efficiency is low, at high cost, the rigidity of structure is low.Elongated joint bar reserving hole
It reserves and drills two kinds when there is batten production in technique, it is reserved in batten production since a board production technology has been fixed
Need special production line, it is at high cost, production capacity is low, so more optimized that scheme is buying universal bar twist drill hole.1 technology of file is in hole
Lower cross plate is long on mouth, and when length is greater than 1m, elongated joint bar reserving hole can not be made by drilling, can only use batten
Built-in pipe when production, work efficiency is low, at high cost, does not set in hole up and down lateral prefabricated batten so can take in actual use
The result (as shown in Figure 1) set elongated joint bar, but overall structure rigidity is brought to reduce.
2. hole lower cross plate modulus mismatches, waste of material is caused.Height Standard under building hole window opening requires
950mm (wherein building coats to windowsill 900mm, structure surface layer to building coats 50mm), and prefabricated batten national standard specification
It is 600mm wide, is spliced using 600+350mm, remaining 250mm clout is difficult with, and causes a large amount of waste of material (such as Fig. 2
It is shown).
3. upper and lower side frame is at high cost.The material cost of upper and lower side frame fashioned iron accounts for about the 20~30% of entire prefabricated components cost
Left and right (band hole component cost can be high).Application of the frame in 1 technology of file is to meet splicing intensity, rigidity to meet
Transport, installation and engineering design requirements, while the structure tectonism that also dual-purpose is connect with main structure (is set in main structure
It sets a support to connect with upper and lower side frame).
4. plate stitch there are crack, needs to do water-proofing treatment (as shown in Figure 3)；
The scheme that 2 technology of file proposes, has certain application value, but there are other, main problem has:
1. it is unbonded to splice plate stitch, it is easy cracking.
2. needing that upper and lower side frame is arranged, at high cost as described in file 1, production is also bothered, low efficiency.
3. the window muscle hole of perfusion adhesive, which is arranged, can improve slab-joint cracking problem, but grouting process is complicated, it is not easy to guarantee
Full, splicing plate stitch unsealing is perfused, also easy spillage, and at high cost, production efficiency is low.
4. in the case that window opening is set among plate, the installing frame connecting with window, window opening pair are only set in hole inner periphery
Assembled wall board strength reduction, assembled wall board is not able to satisfy intensity requirement, dangerous.
5. not providing, compoboard is jagged to obtain solution.
The scheme that 3 technology of file proposes is not provided with being vertically connected with frame, and plate stitch is bonded (but not providing bonding scheme),
Some problems, such as preferable cracking resistance can be better solved in application to obtain compared with file 2.But still some major issues need
It solves, main problem has:
1. wear wear muscle in muscle hole after grouting under pressure it is highly difficult, intricate operation, production efficiency is low, at high cost, is difficult to promote
Using.Special formula is difficult to carry out grouting under pressure as this kind of high water absorption of ALC batten, the material of high water-permeability.File 3 is to improve note
The problems such as slurry is difficult and improves grouting quality carries out multiple slip casting using multiple slip casing by pressure holes are onboard arranged, further drops
Low production efficiency.
2. not providing and punching or open gap obtains technical solution.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of big plates of the assembled integral that prefabricated board is vertically arranged.
Major Technology of the present invention is to splice prefabricated big plate using lacing wire technology, guarantees the rigidity of the big plate of assembled integral
And intensity.Present invention employs a variety of lacing wire technical solutions, and different from file 1 and file 2, these schemes do not need in setting
Lower frame simplifies structure, improves production efficiency, while reducing cost.It is specific as follows:
1. scheme 1: lacing wire is arranged along width in assembled plate outer surface, and lacing wire generallys use flat band-like (as using carbon
Fiber, glass fibre), it is convenient to be stitched together by adhesive means in assembled plate outer surface and assembled plate, it manufactures conveniently,
It is high-efficient, it is at low cost.
2. scheme 2: mechanical anchor (such as nut and backing plate) is added using at lacing wire both ends, it is different from file 3, by setting
Reasonable mechanical anchoring device is set, is not necessarily to carry out slip casing by pressure in lacing hole, not only embodiment is feasible, is substantially increasing life
While producing efficiency, it is greatly reduced cost；When using applying prestretching stress in elongated lacing wire, the rigidity of big plate and anti-
Splitting the impact of performance can be more preferable.
This patent by theoretical calculation and test data show to the pre-splicing loading board of ALC larger board size (width 4.2m,
Height 3.0m) plate, be arranged 3 M10 lacing wires, lacing wire both ends use backing plate 70x70 billet, be able to satisfy self weight 1.5 times
Act on the indehiscent requirement of lower plate piece.Meet assembled architecture to want the production of building exterior wall panel, transportation, installation and use
It asks.Specific experiment data are as follows:
(above-mentioned test is vertically placed using plate, in board ends plus support and backing plate, and board ends respectively away from plate end 1/4 across
It is loaded at degree.Wherein option A plate stitch completely starches bonding, non-Prestressing using special masonry mortar, and option A, which is not loaded into, destroys lotus
It carries；Option b applies the pretension of about 7.0kN, and plate stitch is dry to be spelled and (do not bonded using special masonry mortar), and plate face edge joint position is smeared
Mending mortar is to observe crack developing situation.)
3. scheme 3: using the cementitious materials such as upper cement mortar of filling in the hole for wearing lacing wire, it is ensured that lacing wire does not slide and extracts
Measure, the program and file 2 the difference is that do not need the connection frame that fashioned iron with groove is arranged in onboard lower end, with
File 3 is not the difference is that need to simplify production process in lacing wire both ends setting lacing wire tensioning apparatus.
Above-mentioned three kinds of technical solutions that this patent uses can achieve the rigidity and intensity that the big plate of assembled integral needs.
And these technical solutions can ensure that plate stitch is closer, favorable working performance.And in the case where big plate is provided with hole or notch, pass through
Reinforcing frame at hole or gap edge setting makes big plate be strengthened, and limitedly ensure that the integral strength of big plate.Technology is former
Reason are as follows:
When the prefabricated chunk being spliced in vertical applied force or plane along plate stitch Direction distortion position, (install by transport, lifting
And use position), vertically shear-deformable or vertical bending (as shown in Figure 4, Figure 5), elongated lacing wire can be elongated, and make plate stitch more
Add jam-packed without cracking and (being applied in prestressed situation in advance) or further cracked, while jam-packed power can be in plate stitch
Frictional force is formed, guarantees that plate stitch will not sliding deformation.Elongated lacing wire also provides the big plate of assembled integral by curved lower part simultaneously
Tensile capacity also together provides plate stitch shear-carrying capacity with the frictional force in plate stitch.
Become when splicing big plate in the deformed in tension position (using position) perpendicular to plate stitch, such as service stage temperature
Shape.Since the direct effect (being especially applied in prestressed situation in advance) of lacing wire can limit slab-joint cracking or make plate
Seam is in tension state (being applied in prestressed situation in advance).
The present invention is achieved by the following technical solution:
A kind of big plate of assembled integral, including multiple vertically arranged vertical prefabricated boards, between the vertical prefabricated board
Elongated lacing wire by being set to the prefabricated board outer surface links together, and passes through between the elongated lacing wire and prefabricated board
Binder is bonded together.The elongated lacing wire is that steel plate, steel wire, nonmetallic materials make the plate or cloth of elongated setting.
A kind of big plate of assembled integral, including multiple vertically arranged vertical prefabricated boards, between the vertical prefabricated board
It is linked together by the elongated lacing wire being set in the prefabricated board, passes through bonding between the elongated lacing wire and prefabricated board
Agent is bonded together.Elongated lacing wire is arranged in along the elongated preformed hole of prefabricated board width direction, and fills in preformed hole
Adhesive；Elongated lacing wire is usually reinforcing bar, steel wire, cable wire, steel bar or nonmetallic materials production.
A kind of big plate of assembled integral, including multiple vertically arranged vertical prefabricated boards, between the vertical prefabricated board
It is linked together by the lacing wire that at least one end is equipped with mechanical anchoring device.For the prefabricated board links together, both may be used
It is connected with being one group in closely coupled no less than prefabricated board described in 2 pieces with lacing wire, it can also be in all prefabricated boards
A lacing wire is only used to be connected in two sides.
A kind of big plate of assembled integral, including the hole being set on plate, hole is through-hole；The hole two sides are each provided with
One or more vertical prefabricated board, an at least side is provided with the vertical prefabricated of one or more above or below the hole
Plate；Vertical prefabricated edges of boards in the hole side are equipped with vertical reinforcement frame, and the vertical reinforcement frame both ends extend
To the big plate top of assembled integral and bottom end；Mechanical anchoring device is equipped with by least one end between the prefabricated board
Lacing wire link together or the prefabricated board between be bonded together by using binder and the prefabricated board it is logical
Long lacing wire links together.
A kind of big plate of assembled integral, including the notch being set on plate, notch is through-hole, notch be arranged in plate one side or
One jiao；The notch one or both sides are provided with one or more vertical prefabricated board, above or below the notch at least
One side is provided with one or more vertical prefabricated board；Vertical prefabricated edges of boards in the notch side are equipped with vertical reinforcement side
Frame, the vertical reinforcement frame both ends extend to the big plate top of assembled integral and bottom end；The prefabricated board it
Between by least one end be equipped with mechanical anchoring device lacing wire link together or the prefabricated board between by using bonding
Agent links together with the elongated lacing wire that the prefabricated board is bonded together.
A kind of big plate of assembled integral, including the hole being set on plate, hole is through-hole；The hole two sides are each provided with
One or more vertical prefabricated board, the hole at least side with above or below are provided with the laterally pre- of one or more
Making sheet；Vertical prefabricated edges of boards in the hole side are equipped with vertical reinforcement frame, and the vertical reinforcement frame both ends are prolonged
Reach the big plate top of assembled integral and bottom end；It is filled by least one end equipped with mechanical anchor between the prefabricated board
The lacing wire set link together or the prefabricated board between be bonded together by using binder and the prefabricated board
Elongated lacing wire links together.
A kind of big plate of assembled integral, including the notch being set on plate, notch is through-hole, notch be arranged in plate one side or
One jiao；The notch one or both sides are provided with one or more vertical prefabricated board, above or below the notch at least
One side is provided with one or more lateral prefabricated board；Vertical reinforcement side is equipped on the vertical prefabricated board of the notch side
Frame, the vertical reinforcement frame both ends extend to the big plate top of assembled integral and bottom end；The prefabricated board it
Between by least one end be equipped with mechanical anchoring device lacing wire link together or the prefabricated board between by using bonding
Agent links together with the elongated lacing wire that the prefabricated board is bonded together.
It further include the lower frame set on vertical prefabricated board lower end as optimization, the vertical prefabricated board and lower frame are logical
Plate end connection is crossed to be connected and fixed.
It further include the upper side frame set on vertical prefabricated board upper end as optimization, the vertical prefabricated board and upper side frame are logical
It crosses plate end connection to be connected and fixed, the upper side frame and/or lower frame are armored concrete or fashioned iron.
As optimization, above or below the hole or notch an at least side be equipped with it is horizontal reinforce frame, hole or
Notch level reinforces frame and links together with vertical reinforcement frame described in hole or notch.
As optimization, binder is set between adjacent two closely coupled prefabricated boards and is bonded.
In above scheme, the elongated lacing wire be arranged in it is parallel with the prefabricated board width direction elongated reserved
Kong Zhong, and fill in preformed hole reinforcing bar, steel wire, cable wire, steel bar or the elongated lacing wire of nonmetallic materials production of adhesive；Or
Elongated lacing wire described in person is that steel plate, the steel to be bonded together outside the prefabricated board with binder and the prefabricated board is arranged in
Silk screen, nonmetallic materials make the plate or cloth of elongated setting.Nonmetallic materials can be carbon fiber, basalt, glass fibre, virtue
The high strength fibres such as synthetic fibre silk, plate.
In above scheme, the mechanical anchoring device, which can be, to be arranged screw thread in lacing wire end and fastens (spiral shell with nut
Mother can be with backing plate) device, can be lacing wire end upset (backing plate can be added) device, can be lacing wire end welding steel
The device of plate can be lacing wire end and be embedded to other components and the device or other machinery anchor that will not extract or measure.
In above scheme, the vertical reinforcement frame of the above-mentioned vertical prefabricated edges of boards setting at hole or notch side and hole
Level reinforces frame, and usually band steel, angle steel, other fashioned iron, are also possible to be pasted on steel plate, the carbon fiber on prefabricated edges of boards surface
The metals such as cloth, glass fabric or non-metallic sheet.
In above scheme, frame and vertical prefabricated board are vertically reinforced by connected nail or glue connection one in the hole
It rises；The hole level reinforces frame and is connected together with prefabricated board by connected nail or glue connection.
In above scheme, the prefabricated board is air entrained concrete or Ceramsite concrete slab or armored concrete or nonmetallic
Building board；The binder is mortar or glue or building cementing material；The plate end connection is nail connection or gib head
Bolt or U-shaped fastener.
In above scheme, the upper side frame or lower frame are band steel, other fashioned iron, armored concrete, are also possible to glue
It is affixed on the metal and nonmetals sheet materials such as steel plate, carbon cloth, the glass fabric of big plate end.
Specific advantage is as follows compared with prior art:
1. using lacing wire technology, the structural strength and rigidity of no setting is required upper and lower side frame can both guarantee assembling large plate, greatly
While big saving steel, simplifies assembling process, improves efficiency, greatly reduce cost.
2. compare the technical solution of file 3, without carrying out slip casing by pressure in wearing muscle hole, enormously simplify manufacture craft,
It improves production efficiency and reduces cost.
3. as it was noted above, the technical solution of file 1, which is greater than 1m in opening width size, (it is largely big to build window opening width
In 1m) because the production of joint bar preformed hole is difficult, reduce efficiency and the globality of big plate.Hole lower plate or upper plate are using vertical
Splicing, for every piece of prefabricated board width of splicing no more than 1m, drilling is convenient, high-efficient, without this problem.
4. causing waste of material as it was noted above, the technical solution of file 1 is mismatched in hole lower cross plate modulus.And hole
For hypostome using vertical splicing, vertical plate presses window opening hypostome height 950mm batch production, meets the standard specification of scale,
Material is greatlyd save without waste, material cost.
5. splicing plate stitch adhesive technology.By when prefabricated board splices plate stitch along plate thickness direction completely stitch sizing or mortar,
After plate stitch glue or mortar hardening bonding, the anti-leakage ability for splicing plate stitch is made to be equal to non-splicing position, at the same with elongated lacing wire one
It works and substantially increases the rigidity and intensity of the big plate of assembled integral.
The present invention is using batten in vertical assembly, and to buildings such as the high consistent houses of layer, batten specification is few, production efficiency
Height, it is at low cost.Using assembled integral outside plate of the invention assembled, it can accomplish surfacing, it can be in order to avoid plastering, to reach
Material is saved, construction efficiency is high, and reduces cost.The present invention is further, in the latter lifting of factory's well in advance decoration of exterior wall
Dress, can be improved construction efficiency and construction quality, save the cost.If the present invention produces item using materials such as air entrained concrete
Plate can be made self-heat conserving plate after assembly, can save material, improves construction efficiency, further reduces the cost.
Detailed description of the invention
Fig. 1 is that laterally prefabricated batten does not set the structural schematic diagram of elongated joint bar deformation state in background technique；
Fig. 2 is lateral prefabricated batten splicing construction schematic diagram in background technique；
Fig. 3 is plate stitch structural schematic diagram in background technique；
Fig. 4 is to assemble big plate compressive deformation state diagram in background technique；
Fig. 5 is to assemble big plate compressive deformation state diagram in background technique；
Fig. 6 is the structural schematic diagram of embodiment one；
Fig. 7 is the structural schematic diagram of embodiment two；
Fig. 8 is the structural schematic diagram of embodiment three；
Fig. 9 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 10 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 11 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 12 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 13 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 14 is the structural schematic diagram that hole or notch is arranged in example IV；
Figure 15 is the structural schematic diagram of embodiment five；
Figure 16 is the schematic diagram that lower frame is arranged in embodiment six；
Figure 17 is the schematic diagram that lower frame is arranged in embodiment six；
Figure 18 is the schematic diagram that upper side frame is arranged in embodiment seven；
Figure 19 is the schematic diagram that upper side frame is arranged in embodiment seven；
Figure 20 is the schematic diagram that upper and lower side frame is arranged in embodiment seven simultaneously；
Figure 21 is the schematic diagram that upper and lower side frame is arranged in embodiment seven simultaneously；
Figure 22 is the structural schematic diagram that frame and reinforced steel are arranged with the big plate in hole；
Figure 23 is the structural schematic diagram that frame and reinforced steel are arranged with the big plate in hole；
Figure 24 is the structural schematic diagram that frame and reinforced steel are arranged with the big plate in hole；
Figure 25 is the structural schematic diagram that frame and reinforced steel are arranged with the big plate in hole；
Figure 26 is the structural schematic diagram that the big plate of notch frame and reinforced steel is arranged；
Figure 27 is the structural schematic diagram that the big plate of notch frame and reinforced steel is arranged；
Figure 28 is the structural schematic diagram that the big plate of notch frame and reinforced steel is arranged；
Figure 29 is the structural schematic diagram that the big plate of notch frame and reinforced steel is arranged；
Figure 30 is the structural schematic diagram that the big plate of notch frame and reinforced steel is arranged；
Figure 31 is a kind of attachment structure schematic diagram of prefabricated board end and frame；
Figure 32 is another attachment structure schematic diagram of prefabricated board end and frame；
Figure 33 is hole horizontal cross-sectional organigram；
Figure 34 is the vertical section view organigram in hole.
Specific embodiment
Below with reference to embodiment, the invention will be further described.
Embodiment one
The big plate of a kind of assembled integral as shown in FIG. 6, including multiple vertically arranged vertical prefabricated boards 1, described is perpendicular
It is linked together between prefabricated board 1 by being equipped with 17 No.1 lacing wire 14 of mechanical anchoring device or No. two lacing wires 15.No.1 lacing wire
14 or the settings of No. two lacing wires 15 both can be one group with No. two lacing wires in closely coupled no less than prefabricated board 1 described in 2 pieces
15 are connected, and can also only use a No.1 lacing wire 14 to be connected in all 1 two sides of prefabricated board.14 both ends mechanical anchor of No.1 lacing wire dress
17 are set as the nut anchoring with backing plate.17 setting method of mechanical anchoring device in prefabricated board 1 can refer to steam pressurized mixed
Anchor way built in solidifying soil tuned plate, which is the prior art, is not set forth in detail herein.The prefabricated board 1 is mixed for aerating
Solidifying soil or Ceramsite concrete slab or armoured concrete slab.Binder is arranged between adjacent two closely coupled prefabricated boards 1 to bond.
The binder is mortar or glue or building cementing material.
Embodiment two
The big plate of a kind of assembled integral as shown in Figure 7, including multiple vertically arranged vertical prefabricated boards 1, described is perpendicular
It is linked together between prefabricated board 1 by elongated lacing wire 4.The elongated lacing wire 4 be arranged in it is wide with the prefabricated board 1
The reinforcing bar 4 in the parallel preformed hole in direction is spent, and fills high strength grout (adhesive) in preformed hole；The prefabricated board
1 is air entrained concrete or Ceramsite concrete slab or armoured concrete slab.It is arranged between adjacent two closely coupled prefabricated boards 1 viscous
Tie agent bonding.The binder is mortar or glue or building cementing material.
Embodiment three
The big plate of a kind of assembled integral as shown in Figure 8, including multiple vertically arranged vertical prefabricated boards 1, described is perpendicular
It links together to No. three lacing wires 16 are passed through between prefabricated board 1.No. three lacing wires 16 are arranged in 1 appearance of prefabricated board
The carbon cloth that face structure glue (binder) and the prefabricated board 1 bond together.The prefabricated board 1 is air entrained concrete
Or Ceramsite concrete slab or armoured concrete slab.Binder is arranged between adjacent two closely coupled prefabricated boards 1 to bond.It is described
Binder be mortar or glue or building cementing material.
Example IV
As shown in Fig. 9-14, the present embodiment and embodiment one the difference is that, hole is equipped on the big plate of monoblock type,
Hole is through-hole；Further include the notch on the plate, notch be arranged in plate one side or one jiao；The hole and/or notch one
Side or two sides are provided with one or more the vertical prefabricated board 6 in hole, at least one above or below the hole and/or notch
Side is provided with one or more the vertical prefabricated board 6 in hole；Pass through between the vertical prefabricated board 6 in two closely coupled holes
Elongated lacing wire 4 links together.
Embodiment five
The present embodiment as shown in figure 15 and example IV the difference is that, above the hole and/or notch or under
A side at least side is provided with one or more lateral prefabricated board 7；Above or below the hole and/or notch position with
The vertical direction of the vertical prefabricated board in the hole and/or notch side is linked together prefabricated board by elongated lacing wire 4.
Embodiment six
As shown in figs. 16-17, the present embodiment and embodiment one the difference is that, in the lower end of the big plate of assembled integral
Equipped with there is lower frame 3, the vertical prefabricated board is connected and fixed with lower frame 3 by plate end connection 5.
Embodiment seven
As depicted in figs. 18-19, the present embodiment and embodiment six the difference is that, further include being set on vertical prefabricated board
The upper side frame 2 at end, the vertical prefabricated board are connected and fixed with upper side frame 2 by plate end connection 5, as shown in figures 20-21, can
Upper side frame and lower frame are set simultaneously, and the upper side frame and/or lower frame are armored concrete or fashioned iron.
Embodiment eight
As shown in Figure 22~25, Figure 26~30, the present embodiment and embodiment five the difference is that, at hole and/or
The vertical prefabricated board of notch side is equipped with vertical reinforced steel 9, and it is whole that vertical 9 both ends of reinforced steel extend to the assembly
The big plate top of formula and bottom end, when the big plate of the assembled integral be equipped with upper side frame or lower frame when, vertical reinforced steel 9 with it is upper
Frame 2 or lower frame 3 connect.An at least side is equipped on horizontal reinforced steel 8 or notch above or below the hole
Side or a lower section at least side are equipped with horizontal reinforced steel 8, and the horizontal reinforced steel 8 in hole is connect with the vertical reinforced steel 9 in hole
Together.The vertical reinforced steel in the hole is linked together with vertical prefabricated board by connected nail；The hole is horizontal
Reinforced steel and prefabricated board are linked together by connector.
Fashioned iron and/or reinforced steel as described in Figure 31-34 are the metal component of long strip type；The plate end connection is
11 connection of nail or gib headed bolt 13 or U-shaped fastener.
Prefabricated board includes following several with connection structure of frame:
1. using 11 connection of nail between each prefabricated board end and frame or horizontal reinforced steel；
2. being connected with L shape fastener 12 or U-shaped fastener on prefabricated board, the frame at each fastener and place is welded and fixed；
3. being connected and fixed between frame and prefabricated board by gib headed bolt 13, the gib headed bolt is set through prefabricated board
It sets, one end with elbow is pressed on frame and welds, and the other end is fixed by nut check.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, those ordinary skill in the art's simply changes
It is all within protection scope of the present invention with replacement.
Claims (11)
1. a kind of big plate of assembled integral, it is characterised in that: including multiple vertically arranged vertical prefabricated boards, described is vertical pre-
Linked together between making sheet by being set to the elongated lacing wire of the prefabricated board outer surface, the elongated lacing wire with it is prefabricated
It is bonded together between plate by binder.
2. a kind of big plate of assembled integral, it is characterised in that: including multiple vertically arranged vertical prefabricated boards, described is vertical pre-
It is linked together between making sheet by the elongated lacing wire being set in the prefabricated board, between the elongated lacing wire and prefabricated board
It is bonded together by binder.
3. a kind of big plate of assembled integral, it is characterised in that: including multiple vertically arranged vertical prefabricated boards, described is vertical pre-
It is linked together between making sheet by the lacing wire that at least one end is equipped with mechanical anchoring device.
4. a kind of big plate of assembled integral, it is characterised in that: including the hole being set on plate, hole is through-hole；The hole two
Side is each provided with one or more vertical prefabricated board, and an at least side is provided with one or more above or below the hole
Vertical prefabricated board；Vertical prefabricated edges of boards in the hole side are equipped with vertical reinforcement frame, the vertical reinforcement side
Frame both ends extend to the big plate top of assembled integral and bottom end；Machine is equipped with by least one end between the prefabricated board
The lacing wire of tool anchor link together or the prefabricated board between bonded by using binder and the prefabricated board
Elongated lacing wire together links together.
5. a kind of big plate of assembled integral, it is characterised in that: including the notch being set on plate, notch is through-hole, and notch setting exists
One side of plate or one jiao；The notch one or both sides are provided with one or more vertical prefabricated board, above the notch or
A lower section at least side is provided with one or more vertical prefabricated board；Vertical prefabricated edges of boards in the notch side are equipped with
Vertical to reinforce frame, the vertical reinforcement frame both ends extend to the big plate top of assembled integral and bottom end；It is described
Prefabricated board between by least one end be equipped with mechanical anchoring device lacing wire link together or the prefabricated board between lead to
It crosses and is linked together using binder and the elongated lacing wire that the prefabricated board is bonded together.
6. a kind of big plate of assembled integral, it is characterised in that: including the hole being set on plate, hole is through-hole；The hole two
Side is each provided with one or more vertical prefabricated board, and an at least side is provided with one or more above or below the hole
Lateral prefabricated board；Vertical prefabricated edges of boards in the hole side are equipped with vertical reinforcement frame, the vertical reinforcement side
Frame both ends extend to the big plate top of assembled integral and bottom end；Machine is equipped with by least one end between the prefabricated board
The lacing wire of tool anchor link together or the prefabricated board between bonded by using binder and the prefabricated board
Elongated lacing wire together links together.
7. a kind of big plate of assembled integral, it is characterised in that: including the notch being set on plate, notch is through-hole, and notch setting exists
One side of plate or one jiao；The notch one or both sides are provided with one or more vertical prefabricated board, above the notch or
A lower section at least side is provided with one or more lateral prefabricated board；It is equipped on the vertical prefabricated board of the notch side
Vertical to reinforce frame, the vertical reinforcement frame both ends extend to the big plate top of assembled integral and bottom end；It is described
Prefabricated board between by least one end be equipped with mechanical anchoring device lacing wire link together or the prefabricated board between lead to
It crosses and is linked together using binder and the elongated lacing wire that the prefabricated board is bonded together.
8. a kind of big plate of assembled integral according to claim 4-7 any claim, it is characterised in that: the hole
Mouthful or notch above or below an at least side be equipped with it is horizontal reinforce frame, hole or notch level are reinforced frame and hole or are lacked
Vertical reinforcement frame described in mouthful links together.
9. a kind of big plate of assembled integral described in -7 any claims according to claim 1, it is characterised in that: further include setting
Lower frame in prefabricated board lower end, the prefabricated board are connected and fixed with lower frame by plate end connection.
10. a kind of big plate of assembled integral described in -7 any claims according to claim 1, it is characterised in that: further include
Upper side frame set on prefabricated board upper end, the prefabricated board are connected and fixed with upper side frame by plate end connection.
11. a kind of big plate of assembled integral described in -7 any claims according to claim 1, it is characterised in that: adjacent
Binder is arranged between two closely coupled prefabricated boards to bond.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822130574 | 2018-12-18 | ||
| CN2018221305747 | 2018-12-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110306722A true CN110306722A (en) | 2019-10-08 |
Family
ID=68076649
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910505243.3A Pending CN110306722A (en) | 2018-12-18 | 2019-06-12 | A kind of big plate of assembled integral |
| CN201920877108.7U Active CN210767489U (en) | 2018-12-18 | 2019-06-12 | Assembled integral type large plate |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920877108.7U Active CN210767489U (en) | 2018-12-18 | 2019-06-12 | Assembled integral type large plate |
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| Country | Link |
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| CN (2) | CN110306722A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236486A (en) * | 2020-01-17 | 2020-06-05 | 宝业集团股份有限公司 | Construction method of assembled bamboo energy-saving composite outer wall |
| CN111749363A (en) * | 2020-08-06 | 2020-10-09 | 赵东昕 | Composite prefabricated wallboard with reinforcing belt |
| CN112963000A (en) * | 2021-02-04 | 2021-06-15 | 北京城建集团有限责任公司 | Reinforcing design and construction method for opening hole behind autoclaved aerated concrete batten |
| CN113585652A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Same-layer construction method for pipeline decoration integrated pre-assembled wallboard and main body structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324002B (en) * | 2020-10-15 | 2021-08-24 | 安阳工学院 | Prefabricated external wall panel of assembly type structure |
-
2019
- 2019-06-12 CN CN201910505243.3A patent/CN110306722A/en active Pending
- 2019-06-12 CN CN201920877108.7U patent/CN210767489U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236486A (en) * | 2020-01-17 | 2020-06-05 | 宝业集团股份有限公司 | Construction method of assembled bamboo energy-saving composite outer wall |
| CN111749363A (en) * | 2020-08-06 | 2020-10-09 | 赵东昕 | Composite prefabricated wallboard with reinforcing belt |
| CN112963000A (en) * | 2021-02-04 | 2021-06-15 | 北京城建集团有限责任公司 | Reinforcing design and construction method for opening hole behind autoclaved aerated concrete batten |
| CN113585652A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Same-layer construction method for pipeline decoration integrated pre-assembled wallboard and main body structure |
| CN113585652B (en) * | 2021-09-07 | 2022-10-18 | 中国建筑第七工程局有限公司 | Same-layer construction method for pipeline decoration integrated pre-assembled wallboard and main body structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN210767489U (en) | 2020-06-16 |
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