Fabricated building concrete structure

Abstract

The utility model relates to the technical field of building concrete, in particular to an assembly type building concrete structure and frame, the frame comprises warps and wefts which are arranged in a staggered mode to form a reinforcing keel; at least one containing space is formed in the middle of the reinforcing keel and combined with concrete materials. The concrete material and the frame form a reinforced keel combination, and a precast block is formed; through the combination of the threaded holes and the frame, the threaded holes are preset in the staggered positions of the frame and can be adjusted according to different construction requirements, the structural supporting force of the precast block is met, meanwhile, the butted connecting pieces are fused with the frame, and a better supporting effect is achieved.

Description

TECHNICAL FIELD

[0001] The utility model relates to building concrete technical field, concretely is a kind of fabricated building concrete structure. BACKGROUND

[0002] Fabricated building concrete structure is a kind of modern building technology, it is manufactured in factory to prefabricated concrete component, then is transported to the scene and is assembled.This kind of technology helps to improve the efficiency and quality of construction engineering, reduces construction time and on-site waste, while it can better control the quality in construction process.

[0003] And when assembling, the traditional prefabricated block is formed by a plurality of steel bars inside the framework, and then combined with concrete to form a prefabricated block, and the structural support force of the structure can meet the needs of use, but when assembling, the butt joint area needs to be embedded with connecting pieces, resulting in insufficient support force between the connecting pieces and the framework formed by the steel bars, and only the connection formed by the covering of concrete, resulting in relatively weak structural support force of the connection area, when subjected to a large impact, the accommodation appears to be broken or even separated, based on this, it needs to be improved, UTILITY MODEL CONTENT

[0004] In view of the deficiencies of the prior art, the utility model provides a kind of fabricated building concrete structure, solve the butt joint area of concrete in prior art, need to be embedded with connecting piece, resulting in relatively weak structural support force of the connection area, when subjected to a large impact, the accommodation appears to be broken or even separated.

[0005] The fabricated building concrete structure of the utility model comprises:

[0006] Frame, the frame includes warp and weft, is staggered arrangement, forms reinforcing keel;

[0007] The middle part of the reinforcing keel forms at least one accommodation space, and the accommodation space is combined with concrete material;

[0008] Concrete material, the concrete material is combined with frame to form reinforcing keel, forms prefabricated block.

[0009] As a further improvement of the utility model, the vertical part of the weft is provided with a recess and a protrusion in one-to-one correspondence, and the recess and the protrusion are matched with each other to form a fixed staggered area.

[0010] As a further improvement of the utility model, the weft and the warp staggered area are provided with threaded holes, and reinforcing bars are installed at the threaded holes to facilitate the butt joint between the prefabricated blocks.

[0011] As a further improvement of the present application, the weft and warp keep a fixed distance, and a through hole is arranged at the fixed distance.

[0012] As a further improvement of the present application, the weft and warp form a reinforcing keel, and the outer side of the reinforcing keel extends outward to form a butt joint block.

[0013] As a further improvement of the present application, the butt joint blocks between the two reinforcing keels are arranged in a staggered manner to form a butt joint area for the combination of the prefabricated blocks.

[0014] Compared with the prior art, the present application has the following advantages:

[0015] The threaded hole and the frame are combined, and the threaded hole is preset at the staggered position of the frame, so that the connection between the butt joint connector and the frame can be adjusted according to different construction requirements, the structure support force of the prefabricated block is met, and better support effect is formed.

[0016] Moreover, before filling the concrete to form the prefabricated block, the through hole formed in the frame can further reinforce the frame during use, form a stable connection structure, avoid weakening the connection support force of the frame and the concrete, further strengthen the bearing capacity of the prefabricated block, and meet the needs of later assembly.

[0017] During assembly, the butt joint area and the butt joint block formed around the frame can also be reinforced and connected by the steel bars in the through hole, so that better combination effect is formed, and the needs of on-site butt joint construction are met. BRIEF DESCRIPTION OF DRAWINGS

[0018] The drawings described herein are used to provide a further understanding of the present application, and form a part of the present application.

[0019] Figure 1 It is a three-dimensional structure schematic diagram of the frame of the present application.

[0020] Figure 2 It is a front view structure schematic diagram of the frame of the present application.

[0021] Figure 3 It is a front view structure schematic diagram of the combination of the frame and the concrete material of the present application.

[0022] Figure 4 It is a front view structure schematic diagram of the prefabricated block butt joint of the present application.

[0023] Figure 5The prefabricated block butt joint another splicing mode front view structure schematic diagram of the utility model discloses;

[0024] Figure 6 The prefabricated block and reinforcing rib combined side view structure schematic diagram of the utility model discloses.

[0025] In the drawing: 1, frame; 2, through the interface hole; 3, screw hole; 4, concrete product material; 5, butt joint block; 6, butt joint area; 7, reinforcing rib;

[0026] 11, weft; 12, warp. DETAILED DESCRIPTION

[0027] The following will be illustrated to disclose the multiple embodiments of the utility model, for the explicit statement, many details on the real object will be described in the following description. However, it should be appreciated that these details on the real object should not be used to limit the utility model. That is to say, in some embodiments of the utility model, these details on the real object are unnecessary. In addition, for the sake of simplifying the illustration, some conventional structures and components will be drawn in the simple schematic way in the illustration.

[0028] In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on that a person skilled in the art can realize, when the combination of technical solutions appears contradictory or unachievable, it should be considered that the combination of technical solutions does not exist, and is not within the protection scope required by the utility model.

[0029] Please refer to Figure 1 、 Figure 2 、 Figure 3 , the prefabricated concrete structure of fabricated building is a kind of modern construction technology, it is manufactured in factory to complete, then is transported to the scene and is assembled.The technology helps to improve the efficiency and quality of construction engineering, reduces construction time and on-site waste, while better control the quality in construction process.

[0030] And when assembling, the internal framework of the traditional prefabricated block is formed by multiple steel bars, and then the prefabricated block is formed by combining with concrete, and the structural support force can meet the needs of use, but when assembling, the butt joint area 6 needs to be pre-buried with connecting pieces, so that there is not enough support force between the connecting pieces and the framework formed by the steel bars, and the connection is only formed by covering the concrete, so that the structural support force of the connection area is relatively weak, and when subjected to a larger impact, the accommodation can be broken or even separated, based on this, the application provides a prefabricated concrete structure of fabricated building, comprising:

[0031] Frame 1, frame 1 includes warp 12 and weft 11, and is arranged in a staggered manner to form reinforcing keel;

[0032] The middle part of the reinforcement keel forms at least one accommodation space, which is combined with the concrete material 4;

[0033] The concrete material 4 is combined with the frame 1 to form the reinforcement keel, and forms the prefabricated block.

[0034] The frame 1 is composed of horizontal warp 12 and vertical weft 11, which are staggered to form a reinforcement keel structure. At least one accommodation space is provided in the middle part of the reinforcement keel for accommodating the concrete material 4, which fills the accommodation space of the reinforcement keel and is tightly combined with the frame 1 to form the main structure of the prefabricated block.

[0035] In this embodiment, the frame 1 component is manufactured first. The warp 12 and weft 11 of the frame 1 are made of high durability materials (such as steel or higher grade alloys, and the outer side is scraped to make better contact with the concrete), and are staggered according to the design requirements. Each reinforcement keel has a reserved accommodation space in the middle part. The size and shape of these spaces are arranged according to the structural design of the specific project. These spaces can be open structures or contain pre-set connectors or reinforcement measures to ensure the integrity and strength of the structure when filling with concrete later.

[0036] Secondly, the concrete material 4 with appropriate formula is selected to be poured or filled into each reinforcement keel accommodation space in the frame 1. After the concrete is filled, it is cured and maintained under appropriate conditions to ensure that the overall quality and performance of the prefabricated block meet the design requirements.

[0037] Through the design of the reinforcement keel of the frame 1 and the close combination of the concrete material 4, the stability and carrying capacity of the prefabricated block in use are ensured.

[0038] The assembly process of the prefabricated block is mostly completed in the factory, which reduces the on-site construction time and speeds up the overall project progress.

[0039] Manufacturing prefabricated blocks in a factory environment can better control the quality of materials and processing technology, and reduce quality problems that may occur in on-site construction.

[0040] Please refer to Figure 1 、 Figure 2 、 Figure 3 and Figure 6 The vertical part of the weft 11 and the horizontal part of the weft 11 are provided with one-to-one corresponding grooves and protrusions, which are matched with each other to form a fixed staggered area.

[0041] The weft 11 and the warp 12 staggered area are provided with threaded holes 3, and the reinforcing bars 7 are installed at the threaded holes 3, which is convenient for the butt joint between the prefabricated blocks.

[0042] The vertical and horizontal parts of the weft threads 11 are provided with grooves and protrusions in a one-to-one correspondence that can interlock with each other. This ensures the stable connection of the weft threads 11 when the prefabricated blocks are assembled, enhancing the overall integrity of the structure.

[0043] The areas where the weft threads 11 intersect with the warp threads 12 are provided with threaded holes 3, which are used to install reinforcing bars 7. The installation of the reinforcing bars 7 allows the prefabricated blocks to be more firmly connected together when assembled, improving the seismic and torsional resistance of the overall structure.

[0044] Through the interlocking of the grooves and protrusions of the vertical and horizontal parts of the weft threads 11, and the installation of the reinforcing bars 7 at the threaded holes 3, the stable connection of the prefabricated blocks when assembled is ensured, enhancing the stability and reliability of the overall structure.

[0045] The design of the grooves and protrusions makes the docking between prefabricated blocks more precise and fast, reducing the time of on-site assembly and improving construction efficiency.

[0046] Due to the installation of the reinforcing bars 7, the prefabricated blocks have better seismic and torsional resistance during installation, reducing the possibility of structural problems and safety risks during construction.

[0047] The preset design of the threaded holes 3 and reinforcing bars 7 ensures that the quality and connection structure of the components can be precisely controlled during the prefabrication stage in the factory, improving the quality management level of the overall project.

[0048] Please refer to Figure 1 , Figure 2 , Figure 3 and Figure 6 There is a fixed spacing between the weft threads 11 and the warp threads 12, and a completely penetrating through-hole 2 is provided at this fixed spacing, which is provided with steel bars for reinforcing the formed prefabricated blocks.

[0049] The reinforced keels formed by the weft threads 11 and the warp threads 12 extend outward on the outer side, forming docking blocks 5.

[0050] The docking blocks 5 between the two reinforced keels are arranged in an interlocking manner to form a docking area 6 for the combination of prefabricated blocks.

[0051] A fixed spacing is maintained between the weft threads 11 and the warp threads 12 to ensure the structural stability and assembly accuracy of the prefabricated blocks.

[0052] Completely penetrating through-holes 2 are provided at the fixed spacing, which are pre-provided with steel bars for subsequent reinforcement of the formed prefabricated blocks. The position and size of the through-holes 2 are arranged according to the specific design requirements for effective use in the subsequent construction process.

[0053] The reinforced keel is outwardly extended around the outer side of the reinforced keel, and the outwardly extended part forms the base structure of the butt joint block 5, which enables the prefabricated blocks to be stably connected together when combined, and enhances the firmness and resistance of the overall structure.

[0054] The butt joint blocks 5 between the two reinforced keels are staggered, forming the butt joint area 6, which ensures the uniform distribution of the connection points and the balanced load bearing capacity of the structure during the combination of the prefabricated blocks.

[0055] The fixed spacing and the design of the penetrating hole 2 ensure the accurate butt joint between the weft 11 and the warp 12, and the prefabricated blocks have higher structural stability and torsional resistance when combined, and the arrangement of the penetrating hole 2 and the butt joint block 5 makes the prefabricated blocks more quickly and accurately assembled, reduces the time and labor cost of on-site construction, and the design of the outward extension of the reinforced keel and the arrangement of the butt joint block 5 enhance the connection strength of the prefabricated blocks and the durability of the overall structure, and improve the safety and stability of the building in long-term use.

[0056] And the combination of the butt joint block 5 and the butt joint area 6, please refer to Figure 4 and Figure 5 When used, the combination of the mortise and tenon structure can make the butt joint more stable, and the combination of the reinforcing steel and the penetrating hole 2 can improve the connection strength of the mortise and tenon structure, better meet the needs of construction;

[0057] Further, when combined, the side of the two prefabricated blocks close to each other can be combined with the sliding block and the clamping groove, and the combination of the reinforcing steel and the penetrating hole 2 can realize the sliding fixation, which can further improve the connection strength, and when used, the size of the two prefabricated blocks for butt joint can be customized according to the construction drawing, which can meet the needs of fixation.

[0058] The above only describes the embodiments of the present application and is not used to limit the present application. For those skilled in the art, the present application can have various changes and variations. Any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application shall be included in the scope of the claims of the present application.

Claims

1. An assembled building concrete structure, characterized in that: include: A frame (1), wherein the frame (1) comprises warp threads (12) and weft threads (11) arranged in a staggered manner to form a reinforcement keel; At least one accommodating space is formed in the middle of the reinforcement keel, and the accommodating space is combined with the concrete material (4); Concrete material (4), the concrete material (4) and the frame (1) form a reinforced keel combination to form a prefabricated block.

2. The prefabricated building concrete structure according to claim 1, characterized in that: The vertical portion of the weft (11) and the horizontal portion of the weft (11) are both provided with grooves and convex blocks in one-to-one correspondence, and the grooves and convex blocks fit together to form a fixed interlaced area.

3. The prefabricated building concrete structure according to claim 1, characterized in that: Threaded holes (3) are provided in the intersecting areas of the wefts (11) and the warps (12), and reinforcing ribs (7) are installed at the threaded holes (3) to facilitate docking between the prefabricated blocks.

4. The prefabricated building concrete structure according to claim 1, characterized in that: A fixed distance is maintained between the weft (11) and the warp (12), and completely penetrating through-holes (2) are provided at the fixed distances. Steel bars are provided at the through-holes (2) for reinforcing the formed prefabricated blocks.

5. The prefabricated building concrete structure according to claim 1, characterized in that: The outer sides of the reinforcement keel formed by the weft (11) and the warp (12) extend outwards to form a docking block (5).

6. The prefabricated building concrete structure according to claim 5, characterized in that: The butt joint blocks (5) between the two reinforcement keels are arranged in a staggered manner to form a butt joint area (6) for combining prefabricated blocks.

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