Prefabricated pre-constraint block plate and connecting joint

Abstract

The utility model discloses a prefabricated pre-constraint block plate and a connecting joint. The prefabricated pre-constraint block plate comprises a pre-constraint block, prefabricated concrete and plate reinforcing steel bars. The pre-constraint block material comprises a block material and a constraint cage; the block material is arranged in the constraint cage; the plate reinforcing steel bars comprise plate longitudinal reinforcing steel bars and plate transverse reinforcing steel bars; forming a plate reinforcing mesh; the plate reinforcing mesh comprises an upper plate reinforcing mesh and a lower plate reinforcing mesh; the pre-constraint block is located between the plate upper reinforcing mesh and the plate lower reinforcing mesh. The prefabricated concrete wraps the plate reinforcing mesh and fills a gap between the pre-constraint block and the plate reinforcing mesh; prefabricated concrete is arranged at the holes of the restraint cage, so that the prefabricated concrete inside the restraint cage and the prefabricated concrete outside the restraint cage are connected into a whole. According to the utility model, the pre-constraint block concrete is formed by the built-in block of the constraint cage and the precast concrete, so that the excessive crushing of the block is reduced, and the energy consumption and pollution are reduced; the combined action of the block and the prefabricated concrete is enhanced, and the bearing capacity and ductility of the prefabricated pre-restrained block plate are achieved.

Description

Technical Field

[0001] The utility model belongs to the field of structures, and particularly relates to a prefabricated pre-constrained block material plate and a connection node. Background Art

[0002] In construction projects, structural panels are an important part of building structures. Structural panels often use reinforced concrete panels, which are composed of concrete and steel bars. This requires a large amount of stone, sand, and cement materials. According to statistics, construction stone in my country accounts for nearly 1 / 2 of the mass of concrete, and its use is widespread in many industries such as construction, transportation, and railways. It is estimated that the annual amount of stone used in construction in the country is about more than 4 billion tons, which is the material that consumes the most natural resources. At present, natural sand and gravel that meet the requirements of reinforced concrete structures can no longer meet the needs of engineering. In actual engineering, a large amount of machine-made sand and machine-made stone are used. Usually, natural stones are processed by vibrating feeders, jaw crushers, sand making machines, vibrating screens, and belt conveyors. Equipment such as conveyors are used to crush natural stones into small-sized gravel or sand. This process requires high consumption of electricity, transportation, and labor, and produces a lot of dust. This puts great pressure on our resources and environment. How to reduce the use of cement, small-sized sand, and stone in structural panels is of great significance to my country's engineering construction and energy conservation and environmental protection. Utility Model Content

[0003] The purpose of the utility model is to provide a prefabricated pre-constrained block material board and connection node, which solves the problem of excessive cement, small-size sand and stone in the structural board, and solves the problem of coordinated force between the block material, steel bar and precast concrete. The utility model effectively reduces the amount of cement, small-size sand and stone, reduces hydration heat and dust by pre-constraining blocks built into the structural board; improves the connection and force between the block material and precast concrete by the constraint cage, and realizes the mechanical properties of the board. This technology has the advantages of reliable performance, simple structure, fast construction and green environmental protection.

[0004] To achieve the above purpose, the utility model adopts the following technical solutions.

[0005] A prefabricated pre-constrained block plate comprises a pre-constrained block, precast concrete and plate reinforcement; the pre-constrained block comprises a block and a restraining cage; the block is built in the restraining cage; the restraining cage comprises a cage frame and restraining cage holes; the restraining cage is closed at the ends; the size of the restraining cage holes is smaller than the size of the block at that location; the restraining cage is a restraining bar cage or a mesh cage; the plate reinforcement comprises a plate longitudinal reinforcement and a plate transverse reinforcement; the plate transverse reinforcement and the plate longitudinal reinforcement are arranged at intervals to form a plate reinforcement mesh; the plate reinforcement mesh comprises a plate reinforcement mesh and a plate lower reinforcement mesh; the pre-constrained block is located between the plate reinforcement mesh and the plate lower reinforcement mesh; the precast concrete fills the gap in the pre-constrained block.

[0006] Preferably, precast concrete wraps the plate steel mesh and fills the gap between the pre-constrained block and the plate steel mesh; the cage frame includes a side wall frame and an end closure; the end closure is formed by extending the side wall frame or is a special end closure; the special end closure is connected to the side wall frame as a whole; precast concrete is provided at the holes of the constraint cage, so that the precast concrete in the constraint cage and the precast concrete outside the constraint cage are connected as a whole; the pre-constrained block is located in the middle area of ​​the plate cross-section height.

[0007] Preferably, the restraining cage is closed at both ends; the cage frame of the restraining rib cage is composed of restraining ribs; the restraining ribs are steel bars or steel wires or FRP bars; the cage frame of the grid cage is composed of metal mesh or steel plates with holes.

[0008] Preferably, the restraining ribs include longitudinal ribs, transverse ribs and / or diagonal ribs; the end closures of the restraining rib cage are formed by fixing or bending the longitudinal ribs or diagonal ribs at the ends or are independent end closures.

[0009] Preferably, the cage has a plurality of sub-spaces; the sub-spaces are independent of each other and contain blocks of materials.

[0010] Preferably, the restraint cage is placed horizontally; the prefabricated pre-restrained block plate has tie bars, a steel mesh on the tie plate and a steel mesh under the plate, and the tie bars are located between the pre-restrained blocks.

[0011] Preferably, the plate reinforcement includes non-prestressed reinforcement and prestressed reinforcement; the prestressed reinforcement is located between the pre-constrained blocks and is wrapped by precast concrete.

[0012] A beam-slab connection node comprises a prefabricated pre-constrained block plate and a reinforced concrete beam; the prefabricated pre-constrained block plate is fixedly connected to the reinforced concrete beam to form a beam-slab node area; the reinforced concrete beam has longitudinal steel bars, transverse steel bars and beam concrete; the transverse steel bars of the beam are arranged at intervals along the longitudinal direction of the beam; the plate steel bars extend into the reinforced concrete beam, are located in the gap between the transverse steel bars and the longitudinal steel bars of the beam, and are wrapped by the beam concrete; the pre-constrained block material is at a certain distance from the beam edge.

[0013] A connection node of a wall panel comprises a prefabricated pre-constrained block panel and a wall; the prefabricated pre-constrained block panel is fixedly connected to the wall; the wall is a reinforced concrete wall, a steel-framed concrete wall or a multi-cavity steel tube concrete wall or a double steel plate concrete shear wall; the reinforced concrete wall has vertical wall steel bars, horizontal wall steel bars and wall concrete; the horizontal wall steel bars are arranged at intervals along the vertical direction of the wall; the plate steel bars extend into the reinforced concrete wall, are located in the gap between the vertical wall steel bars and the horizontal wall steel bars, and are wrapped by the wall concrete; the steel-framed concrete wall has vertical wall steel bars, horizontal wall steel bars, wall steel frames and wall concrete; the plate steel bars extend into the steel-framed concrete wall, are located in the gap between the vertical wall steel bars, horizontal wall steel bars and the wall steel frames, and are wrapped by the wall concrete; the steel plate of the multi-cavity steel tube concrete wall or the double steel plate concrete shear wall is welded to the plate steel bars; the pre-constrained block material is at a certain distance from the wall.

[0014] Compared with the prior art, the utility model has the following characteristics and beneficial effects.

[0015] 1. By pre-constraining the blocks of the board, the contact surface of the blocks is effectively reduced, so that the precast concrete can fully fill the gaps between the blocks and form a pre-constrained block concrete filling plate with the pre-constrained block body, effectively reducing quality defects, improving construction quality, and ensuring structural safety.

[0016] 2. Improve the strength and ductility of the combination of block materials and filled precast concrete by using the restraint cage inside the slab and controlling the contact area of ​​the block materials.

[0017] 3. By setting up blocks inside the board, the amount of cement and sand and gravel can be reduced, the hydration heat of large-volume boards can be reduced during construction, and energy conservation and emission reduction can be achieved.

[0018] 4. The pre-constraint cages and blocks of the board can be pre-processed in whole or in part, with high construction efficiency and short construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The utility model is further described in detail below in conjunction with the accompanying drawings.

[0020] Figure 1 It is a schematic diagram of the longitudinal section of a prefabricated pre-constrained block panel.

[0021] Figure 2 It is a schematic diagram of the transverse section of a prefabricated pre-constrained block panel.

[0022] Figure 3 It is a schematic longitudinal cross-sectional view of the pre-constrained block 9.

[0023] Figure 4 Schematic diagram of a pre-constrained block 9 with a spacer 7 Figure 1 .

[0024] Figure 5 Schematic diagram of a pre-constrained block 9 with a spacer 7 Figure 2 .

[0025] Figure 6 Schematic cross-section of a prefabricated pre-constrained block panel having a plurality of pre-constrained blocks 9 .

[0026] Figure 7 Schematic cross-section of a prefabricated pre-constrained block panel having a plurality of pre-constrained blocks 9 .

[0027] Figure 8 It is a cross-sectional schematic diagram of the connection node between the prefabricated pre-constrained block plate and the beam.

[0028] Fig. 9 It is a cross-sectional schematic diagram of the connection node between the prefabricated pre-constrained block panel and the wall.

[0029] Figure numerals: 1-block, 2-restraint cage, 2.1-cage frame, 2.1.1-side wall frame, 2.1.2-end closure, 2.2-restraint cage hole, 3-precast concrete, 4-restraint reinforcement, 4.1-longitudinal reinforcement, 4.2-transverse reinforcement, 4.3-diagonal reinforcement, 5-plate reinforcement, 5.1-plate longitudinal reinforcement, 5.2-plate transverse reinforcement, 6-plate reinforcement mesh, 6.1-plate upper reinforcement mesh, 6.2-plate lower reinforcement mesh, 7-block spacer, 9-pre-restraint block, A-precast pre-restraint block plate, B-reinforced concrete beam, C-wall. DETAILED DESCRIPTION

[0030] In order to better understand the purpose, technical solution and function of the utility model, the utility model is further described in detail below in conjunction with the accompanying drawings. Here, the illustrative embodiments of the utility model and their descriptions are used to explain the utility model, but are not intended to limit the utility model.

[0031] In the description of the present utility model, it is to be understood that the terms "include / comprise", "consist of..." or any other variations thereof are intended to cover non-exclusive inclusion, so that a product, device, process or method including a series of elements includes not only those elements, but also other elements not explicitly listed when necessary, or also includes elements inherent to such product, device, process or method. In the absence of further restrictions, the elements defined by the sentences "include / comprise..." and "consist of..." do not exclude the presence of other identical elements in the product, device, process or method including the elements.

[0032] In the present utility model, unless otherwise clearly specified and limited, the term "fixed connection" should be understood in a broad sense, for example: it can be a sleeve connection, a lap joint, a welding connection, a bolt connection, or a combination of the above connections; the terms "installation", "connection", "connected" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, it can be the internal connection of two components or the interaction relationship between two components; the term "through-length steel bar" means that the steel bar is continuous without disconnection, or the steel bar is disconnected but the disconnected steel bars are fixedly connected. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0033] It should also be understood that terms such as "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside" and "outside" to indicate directions or positional relationships are based on the directions or positional relationships shown in the accompanying drawings and are only for the convenience of describing the present invention and simplifying the description. They do not indicate or imply that the device, component or structure referred to must have a specific direction, be constructed or operate in a specific direction, and should not be understood as a limitation on the present invention.

[0034] The following is a detailed description of the implementation of the present invention using preferred implementation methods in conjunction with the accompanying drawings.

[0035] like Figure 1 , Figure 2 As shown, a prefabricated pre-constrained block plate includes a pre-constrained block 9, precast concrete 3 and plate reinforcement 5; the pre-constrained block 9 includes a block 1 and a restraining cage 2; the block 1 is built in the restraining cage 2; the restraining cage 2 includes a cage frame 2.1 and a restraining cage hole 2.2; the restraining cage 2 is closed at the end; the size of the restraining cage hole 2.2 is smaller than the size of the block 1 at that location; the restraining cage 2 is a restraining reinforcement cage or a mesh cage; the plate reinforcement 5 includes a plate longitudinal reinforcement 5.1 and a plate transverse reinforcement 5.2; the plate transverse reinforcement 5.2 and the plate longitudinal reinforcement 5.1 are arranged at intervals to form a plate reinforcement mesh 6; the plate reinforcement mesh 6 has a plate reinforcement mesh 6.1 and a plate lower reinforcement mesh 6.2; the pre-constrained block 9 is located between the plate upper reinforcement mesh 6.1 and the plate lower reinforcement mesh 6.2; the precast concrete 3 fills the gap in the pre-constrained block 9.

[0036] Since the utility model uses a block material 1 with a larger particle size in the prefabricated pre-constrained block material board, compared with ordinary concrete boards, the amount of cement and small-particle sand and gravel in the board can be effectively reduced, which is energy-saving and environmentally friendly. When the sand and gravel in the board are artificially graded sand and gravel, the prefabricated pre-constrained block material board can further reduce the high energy consumption and high dust caused by artificially graded sand and gravel.

[0037] Due to the presence of block material 1, the shrinkage creep of prefabricated pre-constrained block material board is smaller than that of ordinary concrete board, thus avoiding the defect that ordinary concrete is prone to cracks during large-volume construction. Block material 1 can greatly reduce the amount of cement used and reduce the hydration heat during construction. For large-volume concrete, hydration heat will cause concrete cracking, resulting in a decrease in the mechanical properties of concrete and a reduction in the service life of the board components. For prefabricated pre-constrained block material board, hydration heat can be reduced, and block material 1 can effectively absorb the hydration heat generated by the surrounding prefabricated concrete 3, reduce the temperature difference with the surrounding area, and effectively avoid the hydration heat generated by the temperature difference.

[0038] The prefabricated pre-constrained block plate constrains the block material 1 in the cage and the precast concrete 3 in the constraint cage through the constraint cage 2 in the plate, thereby improving the strength and ductility of the combination of the block material 1 and the precast concrete 3 in the constraint cage, and forming a block precast concrete with a constraint effect; the constraint cage 2 simultaneously connects the precast concrete 3 in the constraint cage and the precast concrete 3 outside the constraint cage, and there is precast concrete 3 at the constraint cage hole 2.2, so that the precast concrete 3 in the constraint cage 2 and the precast concrete 3 outside the constraint cage 2 are connected as a whole; the constraint cage 2 increases the reinforcement content of the prefabricated pre-constrained block plate, and as a block precast concrete with a constraint effect, it bears the corresponding force, so that the precast concrete 3 and the reinforcement of the constraint cage 2 and the prefabricated pre-constrained block plate are subjected to force together, and the overall mechanical properties of the prefabricated pre-constrained block plate are achieved.

[0039] Moreover, during construction, the block material 1 is placed in the constraint cage 2 to form a pre-constrained block material 9, and multiple blocks can be hoisted and transported at one time, thereby improving construction efficiency; the constraint cage 2 can control the contact mode, contact area and shape of the block material 1 during construction, so that the precast concrete 3 can effectively fill the gaps between the blocks 1, effectively reduce quality defects, improve construction quality, and achieve structural safety.

[0040] In the utility model, the precast concrete 3 wraps the plate steel mesh 6 and fills the gap between the pre-constrained block material 9 and the plate steel mesh 6; the cage 2.1 includes a side wall frame 2.1.1 and an end closure 2.1.2; the end closure 2.1.2 is formed by extending the side wall frame 2.1.1 or is a dedicated end closure 2.1.2; the dedicated end closure 2.1.2 is connected to the side wall frame 2.1.1 as a whole; the cage 2.1 can fix the position of the block material 1, and the end closure 2.1.2 can close the cage 2.1 to prevent the block material 1 from falling off from the end; The end closure 2.1.2 is formed by the extension of the side wall frame 2.1.1, and the two are integrated, which is beneficial to improving the strength and ductility of the pre-constrained block 9; the special end closure 2.1.2 and the side wall frame 2.1.1 are combined to facilitate production; there is precast concrete 3 at the constraint cage hole 2.2, so that the precast concrete 3 in the constraint cage 2 and the precast concrete 3 outside the constraint cage 2 are connected as a whole; the pre-constrained block 9 is located in the middle area of ​​the plate cross-section height, and the distance between the pre-constrained block 9 and the upper and lower surfaces of the plate is not less than 10% of the plate height, which can achieve the bending resistance of the plate.

[0041] The block material 1 and the precast concrete 3 do not undergo chemical reactions that reduce strength or durability; the surface of the block material 1 is a rough surface; the rough surface of the block material 1 is tightly bonded to the precast concrete 3. The particle size of the block material is 60mm to 400mm (small block material, including 400mm), which can be used for panels of various thicknesses; 400mm to 800mm (medium block material, including 800mm), which is used for panels with a thickness greater than 500mm. The reasonable configuration of blocks of different particle sizes and panels of corresponding cross sections is conducive to improving the bearing capacity of the panels.

[0042] The mud content of the block is less than 0.7%, and it is not allowed to be concentrated in a few areas. The difference between the block particle size and the average block particle size is not more than 30% of the average particle size. The small difference in block particle size makes it easier to control the contact mode between blocks or reduce their contact area.

[0043] In the utility model, Figure 3 As shown, the restraining cage 2 is closed at both ends; the cage frame 2.1 of the restraining rib cage is composed of restraining ribs 4; the restraining ribs 4 are steel bars or steel wires or FRP bars; the cage frame 2.1 of the grid cage is composed of metal mesh or steel plates with holes.

[0044] The restraining reinforcement 4 includes longitudinal reinforcement 4.1, transverse reinforcement 4.2 and / or diagonal reinforcement 4.3; the end closure 2.1.2 of the restraining reinforcement cage is formed by fixed connection or bending of the longitudinal reinforcement 4.1 or the diagonal reinforcement 4.3 at the end or is an independent end closure 2.1.2; the independent end closure 2.1.2 is fixedly connected to the longitudinal reinforcement 4.1 or the diagonal reinforcement 4.3; the fixed connection method is bolting, welding or binding connection; the plate reinforcement 5 extends out of the precast concrete 3; the distance between the block 1 and the upper surface or the lower surface of the plate is not less than 10% of the plate height.

[0045] The shape of the restraining cage 2 can be cylindrical, spherical, ellipsoidal, etc.

[0046] The distribution spacing of the restraining ribs 4 at the lower part of the restraining cage 2 is smaller than the distribution spacing at the upper part of the restraining cage 2; the grid size formed by the longitudinal ribs 4.1 and the transverse ribs 4.2 is smaller than the size of the block placed at the grid, preventing the block 1 from falling off.

[0047] The block material 1 is an old reinforced concrete block or an old concrete block, which is located in the middle of the slab and has little effect on the mechanical properties of the slab and can be recycled.

[0048] Precast concrete 3 includes high-flow concrete, fiber concrete, organic precast concrete and ultra-high performance concrete HEPA, etc.

[0049] Precast concrete 3 is high-flow concrete, which includes self-compacting concrete and high-flow concrete. High-flow concrete requires sufficient powder content, and the coarse aggregate can be 5-15mm or 5-25mm in particle size. High-flow concrete is more conducive to filling the gaps between blocks and ensuring the overall compactness of the precast pre-constrained block board.

[0050] In the utility model, the cage 2.1 is made of steel, and the strength of the steel is not less than 300Mpa; the volume ratio of the block 1 to the restraining cage 2 is 5% to 85%; the volume ratio of the block 1 to the precast concrete 3 is 5% to 300%; the volume ratio of the cage 2.1 to the restraining cage 2 is 0.02% to 3%. This can improve the strength and ductility of the pre-restrained block plate.

[0051] In the utility model, Figure 4 , Figure 5 As shown, the cage 2.1 has multiple sub-spaces; the sub-spaces are independent of each other and contain blocks 1. The sub-spaces are formed by the cage 2.1 being divided by block spacers 7 or external restraints or welds or restraint ribs 4; or the lateral connectors are hooped together by external restraint ribs to form multiple sub-spaces.

[0052] The multiple sub-spaces divide the block material into multiple parts, which can increase the bonding strength and ductility between the block material 1 and the precast concrete 3 and facilitate production and transportation.

[0053] The block spacer 7 is composed of a steel mesh or a perforated steel plate, and is fixedly connected to the side wall frame 2.1.1; the gaps in the steel mesh are smaller than the size of the block 1; the hole size of the perforated steel plate is smaller than the size of the block 1; the block spacer 7 is arranged longitudinally and / or transversely and / or vertically.

[0054] In the utility model, Figure 6 , Figure 7 As shown, there are multiple pre-constrained blocks 9; the pre-constrained blocks 9 are arranged at intervals along the longitudinal and / or transverse directions of the board; the restraint cage 2 is placed horizontally; the prefabricated pre-constrained block board A has tie bars, a tie plate upper steel mesh 6.1 and a board lower steel mesh 6.2, and the tie bars are located between the pre-constrained blocks 9. Multiple pre-constrained blocks 9 can reduce the amount of prefabricated concrete 3.

[0055] The pre-constrained block 9 is usually arranged parallel to the force direction to avoid the force transmission path being cut off, thereby achieving its mechanical properties.

[0056] The clearance of the pre-constrained block 9 is not less than 0.30 times the cross-sectional diameter of the pre-constrained block 9 .

[0057] In the present invention, the plate reinforcement 5 includes non-prestressed reinforcement and prestressed reinforcement; the prestressed reinforcement is located between the pre-constrained blocks 9 and is wrapped by the precast concrete 3 .

[0058] In the utility model, Figure 8 As shown, a beam-slab connection node comprises a prefabricated pre-constrained block plate A and a reinforced concrete beam B; the prefabricated pre-constrained block plate A is fixedly connected to the reinforced concrete beam B to form a beam-slab node area; the reinforced concrete beam B has longitudinal steel bars, transverse steel bars and beam concrete; the transverse steel bars of the beam are arranged at intervals along the longitudinal direction of the beam; the plate steel bars 5 extend into the reinforced concrete beam B, are located in the gap between the transverse steel bars and the longitudinal steel bars of the beam, and are wrapped by the beam concrete; the pre-constrained block material 9 is not less than 50 mm away from the beam edge, so as to realize the shear bearing capacity of the plate end.

[0059] In the utility model, Fig. 9As shown, a connection node of a wall panel comprises a prefabricated pre-constrained block plate A and a wall C; the prefabricated pre-constrained block plate A is fixedly connected to the wall C; the wall C is a reinforced concrete wall, a steel-framed concrete wall or a multi-cavity steel tube concrete wall or a double steel plate concrete shear wall; the reinforced concrete wall has vertical wall steel bars, horizontal wall steel bars and wall concrete; the horizontal wall steel bars are arranged at intervals along the vertical direction of the wall; the plate steel bars 5 extend into the reinforced concrete wall, are located in the gap between the vertical wall steel bars and the horizontal wall steel bars, and are wrapped by the wall concrete; the steel-framed concrete wall has vertical wall steel bars, horizontal wall steel bars, wall steel frames and wall concrete; the plate steel bars 5 extend into the steel-framed concrete wall, are located in the gap between the vertical wall steel bars, horizontal wall steel bars and the wall steel frames, and are wrapped by the wall concrete; the steel plate of the multi-cavity steel tube concrete wall or the double steel plate concrete shear wall is welded to the plate steel bars 5; the pre-constrained block material 9 is not less than 50 mm away from the wall edge, so as to realize the shear bearing capacity of the plate end.

[0060] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any modifications, equivalent substitutions and improvements made by any technician familiar with the technical field within the technical scope disclosed in the present invention should be covered by the protection scope of the present invention.

Claims

1. A prefabricated pre-constrained block panel, Features: The prefabricated pre-constrained block plate (A) comprises a pre-constrained block (9), prefabricated concrete (3) and plate steel bars (5); the pre-constrained block (9) comprises a block (1) and a constraint cage (2); the block (1) is built in the constraint cage (2); the constraint cage (2) comprises a cage frame (2.1) and a constraint cage hole (2.2); the constraint cage (2) is closed at the end; the size of the constraint cage hole (2.2) is smaller than the size of the block (1) at that location; the constraint cage (2) is a constraint reinforcement cage or a mesh cage; the plate reinforcement (5) comprises plate longitudinal reinforcement (5.1) and plate transverse reinforcement (5.2); the plate transverse reinforcement (5.2) and plate longitudinal reinforcement (5.1) are arranged at intervals to form a plate reinforcement mesh (6); the plate reinforcement mesh (6) comprises a plate upper reinforcement mesh (6.1) and a plate lower reinforcement mesh (6.2); the pre-constrained block material (9) is located between the plate upper reinforcement mesh (6.1) and the plate lower reinforcement mesh (6.2); and the precast concrete (3) fills the gap in the pre-constrained block material (9).

2. The prefabricated preconstrained block panel according to claim 1, Features: The precast concrete (3) wraps the plate steel mesh (6) and fills the gap between the pre-constrained block (9) and the plate steel mesh (6); the cage frame (2.1) includes a side wall frame (2.1.1) and an end closure (2.1.2); the end closure (2.1.2) is formed by extending the side wall frame (2.1.1) or is a dedicated end closure (2.1.2); the dedicated end closure (2.1.2) is connected to the side wall frame (2.1.1) as a whole; precast concrete (3) is provided at the constraint cage hole (2.2), so that the precast concrete (3) in the constraint cage (2) and the precast concrete (3) outside the constraint cage (2) are connected as a whole; the pre-constrained block (9) is located in the middle area of ​​the plate cross-section height.

3. The prefabricated preconstrained block panel according to claim 1, Features: The restraining cage (2) is closed at both ends; the cage frame (2.1) of the restraining rib cage is composed of restraining ribs (4); the restraining ribs (4) are steel bars or steel wires or FRP bars; the cage frame (2.1) of the grid cage is composed of metal mesh or steel plates with holes.

4. The prefabricated preconstrained block panel according to claim 3, Features: The restraining ribs (4) include longitudinal ribs (4.1), transverse ribs (4.2) and / or oblique ribs (4.3); the end closing pieces (2.1.2) of the restraining rib cage are formed by fixing or bending the longitudinal ribs (4.1) or the oblique ribs (4.3) at the ends, or are independent end closing pieces (2.1.2).

5. The prefabricated preconstrained block panel according to claim 1, Features: The cage (2.1) has a plurality of sub-spaces; the sub-spaces are independent of each other and contain block materials (1).

6. The prefabricated preconstrained block panel according to claim 1, Features: The restraining cage (2) is placed horizontally; the prefabricated pre-restrained block plate (A) has tie bars, a steel mesh on the tie plate (6.1) and a steel mesh under the plate (6.2), and the tie bars are located between the pre-restrained blocks (9).

7. The prefabricated preconstrained block panel according to claim 1, Features: The plate reinforcement (5) comprises non-prestressed reinforcement and prestressed reinforcement; the prestressed reinforcement is located between the pre-constrained blocks (9) and is wrapped by the precast concrete (3).

8. A beam-slab connection node, comprising the prefabricated pre-constrained block slab (A) according to any one of claims 1 to 7 and a reinforced concrete beam (B), Features: The prefabricated pre-constrained block plate (A) is fixedly connected to the reinforced concrete beam (B) to form a beam-slab node area; the reinforced concrete beam (B) has longitudinal steel bars, transverse steel bars and beam concrete; the transverse steel bars of the beam are arranged at intervals along the longitudinal direction of the beam; the plate steel bars (5) extend into the reinforced concrete beam (B), are located in the gap between the transverse steel bars and the longitudinal steel bars of the beam, and are wrapped by the beam concrete; the pre-constrained block material (9) is at a certain distance from the edge of the beam.

9. A connection node of a wall panel, comprising a prefabricated preconstrained block panel (A) according to any one of claims 1 to 7 and a wall (C), Features: The prefabricated pre-constrained block plate (A) is fixedly connected to the wall (C); the wall (C) is a reinforced concrete wall, a steel-framed concrete wall or a multi-cavity steel tube concrete wall or a double steel plate concrete shear wall; the reinforced concrete wall has vertical wall steel bars, horizontal wall steel bars and wall concrete; the horizontal wall steel bars are arranged at intervals along the vertical direction of the wall; the plate steel bars (5) extend into the reinforced concrete wall, are located in the gap between the vertical wall steel bars and the horizontal wall steel bars, and are wrapped by the wall concrete; the steel-framed concrete wall has vertical wall steel bars, horizontal wall steel bars, wall steel frames and wall concrete; the plate steel bars (5) extend into the steel-framed concrete wall, are located in the gap between the vertical wall steel bars, horizontal wall steel bars and wall steel frames, and are wrapped by the wall concrete; the steel plate of the multi-cavity steel tube concrete wall or the double steel plate concrete shear wall is welded to the plate steel bars (5); the pre-constrained block (9) is at a certain distance from the wall.

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