CN210767489U

CN210767489U - Assembled integral type large plate

Info

Publication number: CN210767489U
Application number: CN201920877108.7U
Authority: CN
Inventors: 施晓微
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-12-18
Filing date: 2019-06-12
Publication date: 2020-06-16
Anticipated expiration: 2029-06-12
Also published as: CN110306722A

Abstract

The utility model provides an assemble integral big board belongs to the assembly type structure field, vertical prefabricated plate including a plurality of vertical settings, two vertical prefabricated plates between link together through the lacing wire. Compared with the prior art, the utility model the structure is more reasonable, and rigidity intensity and water-proof effects are better, make more convenient high-efficient, more material saving, the cost is lower. The utility model discloses a slat is vertical assembling, to buildings such as high unanimous houses of layer, and the slat specification is few, and production efficiency is high, and is with low costs. Adopt the utility model discloses the integral planking of assembly can accomplish level and smooth surface, can exempt from to plaster to reach material saving, the efficiency of construction is high, and reduce cost. The utility model discloses it is further, hoist and mount together after the outer wall is decorated in advance at the mill, can improve efficiency of construction and construction quality, practice thrift the cost.

Description

Assembled integral type large plate

Technical Field

The utility model belongs to the building engineering field especially relates to an assemble integral big board.

Background

The prefabricated building meets the requirements of building industrialization and environmental protection, particularly the industrial policy of green building and building industrialization in China, and the demand for the prefabricated building is more and more large. Prefabricated panels are one of the main contents of prefabricated buildings.

The existing prefabricated external wall panel adopts battens, assembled large panels and concrete prefabricated integral panels which are horizontally assembled by the prefabricated battens, the prefabricated external wall battens are small in size, complex in installation and poor in integrity, and the prefabricated external wall panel is not suitable for installation of external wall veneers. Although the prefabricated external wall batten has the advantages of convenient manufacture and low cost, the assembled external wall has the defects of cracking and leakage on the assembly joint and cannot be popularized and used in houses and public buildings all the time; and the assembled large plate horizontally assembled by the prefabricated battens cannot meet the requirements of wind resistance and earthquake resistance and cannot be popularized and used in high-rise buildings.

The prefabricated integral concrete slab has two kinds of structures with the sandwich layer of taking the heat preservation and does not take the sandwich layer, mainly is applied to the house, and no matter which kind all needs customization template and customization reinforcing bar rack, the specification is many, and the preparation is efficient, and is with high costs.

In order to solve the above problems, an invention patent (chinese patent application publication No. CN107217783A, application publication date: 2017.09.29, hereinafter referred to as document 1) entitled "an assembled integral external wall panel" proposes a technical solution. According to the technical scheme, a plurality of vertical prefabricated plates are spliced, and an upper frame, a lower frame, pins or full-length dowel bars are arranged at the same time; when an opening is formed, prefabricated plates which are transversely placed are arranged up and down on the opening, and meanwhile, reinforced section steel is arranged on the periphery of the opening. The technology better meets the use of the prefabricated lath on high-rise buildings, can meet the requirements of wind resistance and earthquake resistance compared with the traditional prefabricated lath or a horizontally assembled large plate, has lower cost, and has been applied to the engineering hosted by the company of the inventor.

The second technical proposal is introduced in the published invention patent of multifunctional combined lightweight concrete curtain wall and the manufacturing method thereof (Chinese patent application publication No. CN103374986A, application publication No. 2013.06.28, hereinafter referred to as document 2). According to the technical scheme, a plurality of vertical lightweight concrete plate units are transversely spliced, and the upper ends and the lower ends of the plate units are connected together through frames of section steel with grooves in a clamping and fixing manner; as an optimized scheme, a through hole is drilled in the plate splicing direction, a steel bar is penetrated into the through hole, and an adhesive is poured into the through hole to anchor the steel bar in the through hole so as to reinforce the splicing strength of the plate. This patent has simultaneously announced the technical scheme who sets up the window opening in the board in adopting above-mentioned concatenation technique, and this technical scheme is equipped with the installing frame of being connected with the window at the window opening inner edge.

Another disclosed utility model 'a pre-assembled light wall panel for industrial production' (Chinese patent application publication No. CN202380609A, application publication No. 2011.12.23, hereinafter referred to as document 3) introduces a third technical solution. This patent technical scheme adopts the mutual concatenation that bonds of polylith light weight wallboard along board width direction to set up the bar hole that passes through that a plurality of runs through the board width and is located thick center of board, set up the counter-tension bar of tensioning (setting up the nut tensioning of taking the backing plate through the tip) in the bar hole, and assemble into a wallboard with each slat after the downthehole pressurization slip casting of bar. The technical scheme requires that the diameter of the rib penetrating hole is 35-40 mm.

However, the document 1 technology has some problems in application, and the main problems are that:

1. the hole reserved by the dowel bars of the transverse precast slab at the hole has low work efficiency, high cost and low structural rigidity. The through-length dowel bar reserved hole is reserved and drilled during the production of the strip plate in the process, and a special production line is reserved during the production of the strip plate due to the fact that the production process of the strip plate is fixed, cost is high, productivity is low, and the scheme is optimized to purchase general strip plate drilled holes. According to the technology of the document 1, the upper transverse plate and the lower transverse plate of the opening are longer, when the length is larger than 1m, the through-long dowel bar reserved holes cannot be manufactured through drilling, only the pre-buried pipes during production of the laths can be adopted, the working efficiency is low, the cost is high, and therefore in actual use, through-long dowel bars are not arranged in the upper transverse prefabricated laths and the lower transverse prefabricated laths of the opening, but the result that the rigidity of the whole structure is reduced is brought (as shown in fig. 1).

2. The modulus of the transverse plate under the opening is not matched, which causes material waste. The height standard requirement under the building entrance to a cave window opening is 950mm (wherein the building surface course is 900mm to the windowsill, and the structure surface course is 50mm to the building surface course), and the national standard specification of the prefabricated slat is 600mm wide, adopts 600+350mm concatenation, and remaining 250mm clout is difficult to utilize, causes a large amount of materials extravagant (as shown in figure 2).

3. The upper and lower rims are costly. The material cost of the upper and lower frame section steel accounts for about 20-30% of the whole prefabricated part cost (the cost of the member with the opening is higher). The application of the frame in the document 1 technology is to meet the requirements of splicing strength and rigidity to meet the requirements of transportation, installation and engineering design, and simultaneously, the frame also has the structural function of being connected with a main body structure (a point support is arranged in the main body structure and is connected with an upper frame and a lower frame).

4. Cracks exist in the plate seams, and waterproof treatment is needed (as shown in figure 3);

the scheme proposed by the document 2 technology has a certain application value, but has other problems, and the main problems are as follows:

1. the joint plate seams are not bonded and are easy to crack.

2. The upper and lower frames need to be arranged, and as described in document 1, the cost is high, the manufacturing is also troublesome, and the efficiency is low.

3. The problem of slab joint cracking can be improved by arranging the window rib holes filled with the adhesive, but the grouting process is complex, full filling cannot be easily ensured, the spliced slab joints are not sealed, slurry leakage is easy to occur, the cost is high, and the production efficiency is low.

4. Under the condition that the window hole is formed in the middle of the plate, only the mounting frame connected with the window is arranged around the inside of the hole, the strength of the combined wallboard is weakened by the window hole, and the combined wallboard cannot meet the strength requirement and is unsafe.

5. No solution for providing a gap in the composite sheet is provided.

The proposal proposed by the document 3 technology does not provide an upper connecting frame and a lower connecting frame, and the plate seams are bonded (but a bonding proposal is not provided), so that the problems in application, such as better crack resistance, can be better solved compared with the proposal of the document 2. There are still some important problems to be solved, and the main problems are:

1. after the bar is penetrated in the bar penetrating hole, the pressurized grouting is difficult, the work is complicated, the production efficiency is low, the cost is high, and the popularization and the application are difficult. Especially, materials with high water absorption and high water permeability such as ALC lath are difficult to be pressure-grouted. Document 3 is to improve the problems of difficult grouting, high grouting quality and the like, and adopts a plurality of pressure grouting holes arranged on the plate for multiple times of grouting, so that the production efficiency is further reduced.

2. No technical solutions for making holes or notches are provided.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that an assemble integral big board with the vertical setting of prefabricated plate is provided.

The utility model discloses the main technical approach adopts lacing wire technique concatenation prefabricated big board, guarantees the rigidity and the intensity of the integral big board of assembly. The utility model discloses a multiple lacing wire technical scheme, different with file 1 and file 2, frame about these schemes all need not set up simplifies the structure, improves production efficiency, reduces the cost simultaneously. The method comprises the following specific steps:

1. scheme 1: the lacing wire sets up at the makeup board surface along the width, and the lacing wire adopts flat banding (if adopt carbon fiber, glass fiber) usually, conveniently splices together at the makeup board surface and makeup board through sticky mode, and the production preparation is convenient, and is efficient, and is with low costs.

2. Scheme 2: mechanical anchors (such as nuts and backing plates) are added at two ends of the lacing wires, and different from the file 3, by arranging a reasonable mechanical anchoring device, pressure grouting is not needed in the lacing wire holes, so that the implementation scheme is feasible, the production efficiency is greatly improved, and the manufacturing cost is also greatly reduced; when the pre-tensile stress is applied to the full-length lacing wire, the rigidity and the anti-cracking performance effect of the large plate are better.

Theoretical calculation and experimental data show that 3M 10 lacing wires are arranged for the board of ALC pre-assembled board in the big board size (width 4.2M, height 3.0M), and backing plates 70x70 steel backing plates are adopted at the lacing wires both ends, and the requirement that the board piece joint does not crack under the effect of dead weight 1.5 times can be satisfied. The requirements of the assembly type building on the production, transportation, installation and use of the building external wall panel are met. The specific experimental data are as follows:

(in the test, the plate is vertically placed, the two ends of the plate are additionally provided with the support and the base plate, and the two ends of the plate are loaded at the positions which are respectively far from the 1/4 span of the plate end, wherein in the scheme A, the plate joint is bonded by special masonry mortar in a full slurry mode without prestress, the scheme A is not loaded with a destructive load, the scheme B applies a pretension force of about 7.0kN, the plate joint is spliced in a dry mode (without bonding by special masonry mortar), and repair mortar is smeared at the plate joint so as to observe the crack development condition.)

3. Scheme 3: the measures that cement mortar and other cementing materials are poured into the holes penetrating the lacing wires to ensure that the lacing wires do not slide and are pulled out are adopted, the scheme is different from the scheme of the document 2 in that a connecting frame with a groove is not required to be arranged at the lower end of the plate, and the scheme is different from the scheme of the document 3 in that lacing wire tensioning devices are not required to be arranged at two ends of the lacing wires, so that the production and manufacturing process is simplified.

The rigidity and the intensity that the integral big board of assembly needs can all be reached to the above-mentioned three kinds of technical scheme that this patent adopted. And the technical schemes can ensure that the plate seam is tighter and the working performance is good. And under the condition that the large plate is provided with the opening or the notch, the large plate is reinforced by arranging the reinforcing frame at the edge of the opening or the notch, and the integral strength of the large plate is ensured in a limited way. The technical principle is as follows:

when the spliced prefabricated plate blocks deform along the plate joint direction in the vertical stress or plane (transportation, hoisting installation and use positions), and deform along vertical shearing or bend (as shown in fig. 4 and 5), the full-length tension ribs can be lengthened, so that the plate joints are more tightly squeezed without cracking (under the condition that prestress is applied in advance) or further cracking, and meanwhile, the squeezing force can form friction force in the plate joints, so that the plate joints are ensured not to be deformed in a dislocation way. The through long lacing wire also provides the tension bearing force of the bent lower part of the assembled integral large plate and provides the shearing resisting bearing force of the plate joint together with the friction force in the plate joint.

When the large spliced plate is in a tensile deformation position (use position) perpendicular to the plate seam, for example, the temperature deformation in the use stage. The plate joint can be limited from cracking or put in tension (in the case of pre-stressing) due to the direct action of the tie bars (especially in the case of pre-stressing).

The utility model discloses a realize through following technical scheme:

the assembled integral large plate comprises a plurality of vertically arranged vertical prefabricated plates, wherein the vertical prefabricated plates are connected together through long lacing wires arranged on the outer surfaces of the prefabricated plates, and the through long lacing wires and the prefabricated plates are bonded together through a bonding agent. The full-length lacing wire is a plate or cloth which is made of steel plates, steel wire meshes and non-metal materials and is arranged in a full-length mode.

The assembled integral large plate comprises a plurality of vertically arranged vertical prefabricated plates, wherein the vertical prefabricated plates are connected together through long lacing wires arranged in the prefabricated plates, and the through long lacing wires and the prefabricated plates are bonded together through a bonding agent. The through-length lacing wires are arranged in through-length reserved holes along the width direction of the prefabricated slab, and the reserved holes are filled with adhesives; the full length tendons are typically made of steel bars, steel wires, steel cables, steel bars or non-metallic materials.

The assembled integral large plate comprises a plurality of vertically arranged vertical prefabricated plates, wherein the vertical prefabricated plates are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device. In order to connect the prefabricated panels together, not less than 2 prefabricated panels which are closely connected can be connected by a set of lacing bars, or two sides of all the prefabricated panels can be connected by only one lacing bar.

An assembled integral large plate comprises a hole arranged on the plate, wherein the hole is a through hole; one or more vertical prefabricated plates are arranged on each of two sides of the opening, and one or more vertical prefabricated plates are arranged on at least one of the upper side and the lower side of the opening; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the hole, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

An assembled integral large plate comprises a notch arranged on the plate, wherein the notch is a through hole and is arranged on one side or one corner of the plate; one or more vertical prefabricated plates are arranged on one side or two sides of the gap, and one or more vertical prefabricated plates are arranged on at least one of the upper side or the lower side of the gap; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the notch, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

An assembled integral large plate comprises a hole arranged on the plate, wherein the hole is a through hole; one or more vertical prefabricated plates are respectively arranged on two sides of the opening, and one or more transverse prefabricated plates are arranged on at least one of the opening and the upper part or the lower part of the opening; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the hole, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

An assembled integral large plate comprises a notch arranged on the plate, wherein the notch is a through hole and is arranged on one side or one corner of the plate; one or more vertical prefabricated plates are arranged on one side or two sides of the gap, and one or more transverse prefabricated plates are arranged on at least one of the upper side or the lower side of the gap; vertical reinforced frames are arranged on the vertical prefabricated plates on the side edges of the notches, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

And as optimization, the prefabricated slab further comprises a lower frame arranged at the lower end of the vertical prefabricated slab, and the vertical prefabricated slab and the lower frame are connected and fixed through a slab end connecting piece.

The prefabricated slab structure is characterized by further comprising an upper frame arranged at the upper end of the vertical prefabricated slab, the vertical prefabricated slab and the upper frame are connected and fixed through slab end connecting pieces, and the upper frame and/or the lower frame are made of reinforced concrete or profile steel.

Preferably, at least one of the upper part and the lower part of the opening or the notch is provided with a horizontal reinforcing frame, and the horizontal reinforcing frame of the opening or the notch is connected with the vertical reinforcing frame of the opening or the notch.

Preferably, an adhesive is arranged between two adjacent prefabricated plates which are closely connected.

In the scheme, the through-length lacing wire is arranged in a through-length reserved hole parallel to the width direction of the precast slab, and is made of a steel bar, a steel wire, a steel cable, a steel bar or a non-metal material which is filled with an adhesive in the reserved hole; or the full-length lacing wires are steel plates, steel wire meshes and non-metallic materials which are arranged outside the precast slabs and bonded with the precast slabs by using bonding agents to manufacture full-length plates or cloth. The non-metallic material can be high-strength fiber filaments and plates such as carbon fiber, basalt, glass fiber, aramid fiber and the like.

In the above solution, the mechanical anchoring device may be a device that is provided with a thread at the end of the tie bar and is fastened by a nut (the nut may have a backing plate), a device that is used to upset the end of the tie bar (the backing plate may be added), a device that is used to weld a steel plate at the end of the tie bar, a device that is used to embed the end of the tie bar into other components and does not pull out the end of the tie bar, or other mechanical anchoring devices or measures.

In the above scheme, the vertical reinforcing frame and the opening horizontal reinforcing frame arranged at the vertical prefabricated plate edge of the opening or the notch side edge are generally flat steel, angle steel, other section steel, and can also be metal or nonmetal sheets such as steel plates, carbon fiber cloth, glass fiber cloth and the like adhered to the surface of the prefabricated plate edge.

In the scheme, the vertical reinforcing frame of the hole is connected with the vertical precast slab through connecting nails or glue; the horizontal reinforcing frame of the hole is connected with the precast slab through connecting nails or glue.

In the scheme, the precast slab is aerated concrete or a ceramsite concrete slab or reinforced concrete or a nonmetal building board; the binder is mortar or glue or a building cementing material; the plate end connecting piece is a nail connection or a hook head bolt or a U-shaped clamping piece.

In the above scheme, the upper frame or the lower frame is made of flat steel, other section steel, reinforced concrete, or can be made of metal and nonmetal sheets such as steel plates, carbon fiber cloth, glass fiber cloth and the like which are adhered to the end parts of the large plate.

Compared with the prior art, the method has the following specific advantages:

1. by adopting the lacing wire technology, the structural strength and rigidity of the assembled large plate can be ensured without arranging the upper frame and the lower frame, the steel is greatly saved, the assembling process is simplified, the efficiency is improved, and the manufacturing cost is greatly reduced.

2. Compared with the technical scheme of the document 3, pressure grouting is not needed in the rib penetrating hole, the manufacturing process is greatly simplified, the production efficiency is improved, and the cost is reduced.

3. As mentioned above, the technical solution of document 1 is that the width of the opening is larger than 1m (most of the width of the window opening of the building is larger than 1m), because the pre-formed holes of the dowel bars are difficult to make, the efficiency and the integrity of the large panel are reduced. The opening lower plate or the opening upper plate are vertically spliced, the width of each spliced prefabricated plate is not more than 1m, drilling is convenient, efficiency is high, and the problem is solved.

4. As described above, the technical solution of document 1 causes material waste due to the mismatch of the modulus of the transverse plate under the opening. The lower plate of the opening is vertically spliced, and the vertical plates are produced in batches according to the height of 950mm of the lower plate of the opening of the window, so that the standard specification of scale is met, the material is not wasted, and the material cost is greatly saved.

5. Splicing plate seam bonding technology. When the prefabricated plates are spliced, the plate seams are full of glue or mortar along the plate thickness direction, after the glue or the mortar of the plate seams is hardened and bonded, the leakage resistance of the spliced plate seams is equal to that of non-spliced parts, and simultaneously, the plate seams and the full-length lacing wires act together to greatly improve the rigidity and the strength of the large assembled integral plate.

The invention adopts the vertical assembly of the battens, has less batten specification, high production efficiency and low cost for buildings with consistent layer height, such as houses and the like. The assembled integral outer plate can be smooth in surface and free from plastering, so that the material is saved, the construction efficiency is high, and the cost is reduced. Furthermore, the invention can hoist the outer wall after the outer wall decoration is made in advance in a factory, thereby improving the construction efficiency and the construction quality and saving the cost. If the strips are produced by adopting materials such as aerated concrete and the like, the strips can be made into self-insulation boards after being assembled, so that the materials can be saved, the construction efficiency can be improved, and the cost can be further reduced.

Drawings

FIG. 1 is a structural diagram of a transverse prefabricated slat in the background art in a deformed state without through-long dowel bars;

FIG. 2 is a schematic diagram of a splicing structure of transverse prefabricated slats in the prior art;

FIG. 3 is a schematic diagram of a plate seam structure in the prior art;

FIG. 4 is a diagram illustrating a state where an assembled large plate is deformed by pressure in the related art;

FIG. 5 is a diagram illustrating a state where an assembled large plate is deformed by pressure in the related art;

FIG. 6 is a schematic structural diagram according to the first embodiment;

FIG. 7 is a schematic structural diagram according to a second embodiment;

FIG. 8 is a schematic structural view of the third embodiment;

FIG. 9 is a schematic structural view of an opening or a notch according to the fourth embodiment;

FIG. 10 is a schematic structural view of an opening or a notch according to the fourth embodiment;

FIG. 11 is a schematic structural view of an opening or a notch according to the fourth embodiment;

FIG. 12 is a schematic structural view of an opening or a notch according to the fourth embodiment;

FIG. 13 is a schematic structural view of an opening or a notch according to the fourth embodiment;

FIG. 14 is a schematic structural view of an opening or a notch provided in the fourth embodiment;

FIG. 15 is a schematic structural view of the fifth embodiment;

FIG. 16 is a schematic diagram of a sixth embodiment with a lower frame;

FIG. 17 is a schematic view of a sixth embodiment with a lower frame;

FIG. 18 is a diagram illustrating an upper bezel according to a seventh embodiment;

FIG. 19 is a diagram illustrating an upper frame according to a seventh embodiment;

FIG. 20 is a diagram illustrating a seventh embodiment in which an upper frame and a lower frame are simultaneously disposed;

FIG. 21 is a diagram illustrating a seventh embodiment in which an upper frame and a lower frame are simultaneously disposed;

FIG. 22 is a schematic structural view of a large panel with holes provided with a frame and reinforcing section steel;

FIG. 23 is a schematic structural view of a large panel with holes provided with a frame and reinforcing section steel;

FIG. 24 is a schematic structural view of a large panel with holes provided with a frame and reinforcing section steel;

FIG. 25 is a schematic structural view of a large panel with holes provided with a frame and reinforcing section steel;

FIG. 26 is a schematic structural view of a large panel provided with notched frames and reinforcing steel bars;

FIG. 27 is a schematic view of a large panel with a notched frame and reinforcing steel bars;

FIG. 28 is a schematic structural view of a large panel provided with a notched frame and reinforcing steel bars;

FIG. 29 is a schematic structural view of a large panel provided with notched frames and reinforcing steel bars;

FIG. 30 is a schematic view showing a structure of a large panel provided with a notched frame and reinforcing steel;

FIG. 31 is a schematic view showing a connection structure of the end portion of the prefabricated panel and the frame;

FIG. 32 is a schematic view showing another connection structure of the end portion of the prefabricated panel and the frame;

FIG. 33 is a schematic view of a horizontal cross-sectional configuration of an opening;

FIG. 34 is a schematic view of a vertical cross-sectional configuration of an opening.

Detailed Description

The present invention will be further described with reference to the following examples.

Example one

An assembled integral large plate as shown in fig. 6 comprises a plurality of vertically arranged vertical prefabricated plates 1, wherein the vertical prefabricated plates 1 are connected together through a first lacing wire 14 or a second lacing wire 15 provided with a mechanical anchoring device 17. The arrangement of the first lacing wire 14 or the second lacing wire 15 can be realized by connecting at least 2 precast slabs 1 which are tightly connected into a group by the second lacing wire 15, or by connecting only one first lacing wire 14 at two sides of all the precast slabs 1. The mechanical anchoring devices 17 at two ends of the first lacing wire 14 are anchored by nuts with backing plates. The method for arranging the mechanical anchoring device 17 in the precast slab 1 can refer to the method of arranging the anchor in the autoclaved aerated concrete slab, which is the prior art and is not described in detail herein. The precast slab 1 is aerated concrete or a ceramsite concrete slab or a reinforced concrete slab. And an adhesive is arranged between two adjacent prefabricated plates 1 which are closely connected. The binder is mortar or glue or a building cementing material.

Example two

An assembled integral large plate as shown in fig. 7 comprises a plurality of vertically arranged vertical prefabricated plates 1, wherein the vertical prefabricated plates 1 are connected together through long lacing wires 4. The through long lacing wires 4 are reinforcing steel bars 4 arranged in preformed holes parallel to the width direction of the precast slab 1, and high-strength grouting materials (adhesives) are filled in the preformed holes; the precast slab 1 is aerated concrete or a ceramsite concrete slab or a reinforced concrete slab. And an adhesive is arranged between two adjacent prefabricated plates 1 which are closely connected. The binder is mortar or glue or a building cementing material.

EXAMPLE III

An assembled integral large panel as shown in fig. 8 comprises a plurality of vertically arranged vertical prefabricated panels 1, wherein the vertical prefabricated panels 1 are connected together through a third lacing wire 16. The third lacing wire 16 is a carbon fiber cloth which is arranged on the outer surface of the precast slab 1 and is bonded with the precast slab 1 by using a structural adhesive (binder). The precast slab 1 is aerated concrete or a ceramsite concrete slab or a reinforced concrete slab. And an adhesive is arranged between two adjacent prefabricated plates 1 which are closely connected. The binder is mortar or glue or a building cementing material.

Example four

As shown in fig. 9-14, the present embodiment is different from the first embodiment in that a hole is formed in the integral large board, and the hole is a through hole; the plate also comprises a notch arranged on the plate, and the notch is arranged on one side or one corner of the plate; one or more vertical prefabricated plate 6 of the opening is arranged at one side or two sides of the opening and/or the gap, and one or more vertical prefabricated plate 6 of the opening is arranged at least one of the upper part or the lower part of the opening and/or the gap; the two tightly connected vertical prefabricated plates 6 of the hole are connected together through a through long lacing wire 4.

EXAMPLE five

As shown in fig. 15, the present embodiment is different from the fourth embodiment in that at least one of the upper side and the lower side of the opening and/or the gap is provided with one or more transverse prefabricated panels 7; and connecting the precast slabs together through a through long lacing wire 4 in the direction vertical to the vertical precast slabs at one side of the hole and/or the gap at the position above or below the hole and/or the gap.

EXAMPLE six

As shown in fig. 16 to 17, the present embodiment is different from the first embodiment in that a lower frame 3 is provided at the lower end of the assembled integral type large panel, and the vertical prefabricated panel is connected and fixed with the lower frame 3 by a panel end connecting member 5.

EXAMPLE seven

As shown in fig. 18 to 19, the difference between this embodiment and the sixth embodiment is that the prefabricated slab further includes an upper frame 2 disposed at the upper end of the vertical prefabricated slab, the vertical prefabricated slab and the upper frame 2 are connected and fixed by a slab end connecting member 5, as shown in fig. 20 to 21, an upper frame and a lower frame may be disposed at the same time, and the upper frame and/or the lower frame is/are made of reinforced concrete or steel.

Example eight

As shown in fig. 22 to 25 and fig. 26 to 30, the difference between the fifth embodiment and the fifth embodiment is that vertical reinforcing section steel 9 is arranged on the vertical prefabricated slab at the side of the opening and/or the notch, two ends of the vertical reinforcing section steel 9 extend to the top end and the bottom end of the assembled integral large slab, and when the assembled integral large slab is provided with the upper frame or the lower frame, the vertical reinforcing section steel 9 is connected with the upper frame 2 or the lower frame 3. At least one part above or below the hole is provided with horizontal reinforced section steel 8, or at least one part above or below the gap is provided with horizontal reinforced section steel 8, and the hole horizontal reinforced section steel 8 is connected with the hole vertical reinforced section steel 9. The vertical reinforced section steel of the hole is connected with the vertical precast slab through a connecting nail; the horizontal reinforcing section steel of the hole is connected with the precast slab through a connecting piece.

The section steel and/or the reinforced section steel as shown in FIGS. 31 to 34 is a metal member of a long strip type; the plate end connecting piece is connected by a nail 11 or a hook head bolt 13 or a U-shaped clamping piece.

The prefabricated plate and frame connecting structure comprises the following components:

1. the ends of the prefabricated plates are connected with the frame or the horizontal reinforced section steel by adopting nails 11;

2. the prefabricated plate is connected with an L-shaped clamping piece 12 or a U-shaped clamping piece, and each clamping piece is welded and fixed with the frame where the clamping piece is located;

3. the frame and the prefabricated plate are fixedly connected through a hook bolt 13, the hook bolt penetrates through the prefabricated plate, one end with an elbow is tightly pressed on the frame and welded, and the other end of the hook bolt is locked and fixed through a nut.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, and the above embodiments and descriptions are only illustrative of the principles of the present invention, and that simple modifications and substitutions by those skilled in the art are within the scope of the present invention without departing from the spirit and scope of the present invention.

Claims

1. An assembled integral large plate is characterized in that: the prefabricated slab comprises a plurality of vertically arranged vertical prefabricated slabs, wherein the vertical prefabricated slabs are connected together through long lacing bars arranged on the outer surfaces of the prefabricated slabs, and the through long lacing bars and the prefabricated slabs are bonded together through adhesives.

2. An assembled monolithic large panel according to claim 1, characterized in that: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.

3. An assembled integral large panel according to claim 1 or 2, wherein: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

4. An assembled monolithic large panel according to claim 1, characterized in that: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

5. An assembled integral large plate is characterized in that: the prefabricated slab comprises a plurality of vertically arranged vertical prefabricated slabs, wherein the vertical prefabricated slabs are connected together through long lacing bars arranged in the prefabricated slabs, and the through long lacing bars and the prefabricated slabs are bonded together through adhesives.

6. An assembled monolithic large panel according to claim 5, characterized in that: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.

7. An assembled integral large panel according to claim 5 or 6, wherein: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

8. An assembled monolithic large panel according to claim 5, characterized in that: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

9. An assembled integral large plate is characterized in that: the prefabricated slab comprises a plurality of vertically arranged vertical prefabricated slabs, wherein the vertical prefabricated slabs are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device.

10. An assembled monolithic large panel according to claim 9, characterized in that: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.

11. An assembled integral large panel according to claim 9 or 10, wherein: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

12. An assembled monolithic large panel according to claim 9, characterized in that: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

13. An assembled integral large plate is characterized in that: comprises a hole arranged on a plate, wherein the hole is a through hole; one or more vertical prefabricated plates are arranged on each of two sides of the opening, and one or more vertical prefabricated plates are arranged on at least one of the upper side and the lower side of the opening; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the hole, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

14. An assembled monolithic large panel according to claim 13, wherein: at least one of the upper part or the lower part of the opening or the gap is provided with a horizontal reinforcing frame, and the horizontal reinforcing frame of the opening or the gap is connected with the vertical reinforcing frame of the opening or the gap.

15. An assembled integral large panel according to claim 13 or 14, wherein: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.

16. An assembled integral large panel according to claim 13 or 14, wherein: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

17. An assembled integral large panel according to claim 13 or 14, wherein: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

18. An assembled integral large plate is characterized in that: the device comprises a notch arranged on a plate, wherein the notch is a through hole and is arranged on one side or one corner of the plate; one or more vertical prefabricated plates are arranged on one side or two sides of the gap, and one or more vertical prefabricated plates are arranged on at least one of the upper side or the lower side of the gap; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the notch, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

19. An assembled monolithic massive plate according to claim 18, characterized in that: at least one of the upper part or the lower part of the opening or the gap is provided with a horizontal reinforcing frame, and the horizontal reinforcing frame of the opening or the gap is connected with the vertical reinforcing frame of the opening or the gap.

20. An assembled monolithic large panel according to claim 18 or 19, characterized in that: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.

21. An assembled monolithic large panel according to claim 18 or 19, characterized in that: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

22. An assembled monolithic large panel according to claim 18 or 19, characterized in that: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

23. An assembled integral large plate is characterized in that: comprises a hole arranged on a plate, wherein the hole is a through hole; one or more vertical prefabricated plates are respectively arranged on two sides of the opening, and one or more transverse prefabricated plates are arranged on at least one of the upper part and the lower part of the opening; vertical reinforced frames are arranged at the vertical prefabricated plate edges at the side edges of the hole, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

24. An assembled monolithic massive plate according to claim 23, characterized in that: at least one of the upper part or the lower part of the opening or the gap is provided with a horizontal reinforcing frame, and the horizontal reinforcing frame of the opening or the gap is connected with the vertical reinforcing frame of the opening or the gap.

25. An assembled monolithic large panel according to claim 23 or 24, characterized in that: the prefabricated plate is fixedly connected with the upper frame through a plate end connecting piece.

26. An assembled monolithic large panel according to claim 23 or 24, characterized in that: and arranging adhesive between two adjacent prefabricated plates which are closely connected.

27. An assembled integral large plate is characterized in that: the device comprises a notch arranged on a plate, wherein the notch is a through hole and is arranged on one side or one corner of the plate; one or more vertical prefabricated plates are arranged on one side or two sides of the gap, and one or more transverse prefabricated plates are arranged on at least one of the upper side or the lower side of the gap; vertical reinforced frames are arranged on the vertical prefabricated plates on the side edges of the notches, and two ends of each vertical reinforced frame extend to the top end and the bottom end of the assembled integral large plate; the prefabricated panels are connected together through a lacing wire at least one end of which is provided with a mechanical anchoring device, or the prefabricated panels are connected together through a through-length lacing wire which is bonded with the prefabricated panels through a bonding agent.

28. An assembled monolithic massive plate according to claim 27, wherein: at least one of the upper part or the lower part of the opening or the gap is provided with a horizontal reinforcing frame, and the horizontal reinforcing frame of the opening or the gap is connected with the vertical reinforcing frame of the opening or the gap.

29. An assembled monolithic large panel as defined in claim 27 or 28, wherein: the prefabricated plate is fixedly connected with the lower frame through a plate end connecting piece.