Fully-assembled concrete bent frame structure industrial factory building and assembling method

Abstract

The invention relates to a fully-fabricated concrete bent frame structure industrial factory building and an assembly method, and relates to the field of industrial factory buildings, the fully-fabricated concrete bent frame structure industrial factory building comprises a roof, four walls, four corner columns and at least one row of middle columns arranged in the four walls, each wall comprises a row of side columns, a wall plate is installed between every two adjacent side columns, and the wall plates are connected with the corner columns. A wall plate is installed between each corner column and the adjacent side column, first brackets are arranged on each corner column, each middle column and each side column in advance, second brackets located above the first brackets are arranged on each corner column, each middle column and each side column in advance, the second brackets in the same row are used for installing the same gutter beam, and the second brackets in the same row are used for installing the same gutter beam. Water falling openings are preset in the two ends of the gutter beams, the roof comprises a plurality of saddle plates which are transversely arranged, each saddle plate comprises a crescent plate, a drainage hole is formed in each end of each crescent plate, and each drainage hole is communicated with the adjacent gutter beam. The method has the effect of ensuring the drainage efficiency of the roof and the construction efficiency of the wall body.

Description

Technical Field

[0001] This application relates to the field of industrial plants, and in particular to a fully prefabricated concrete frame structure industrial plant and its assembly method. Background Technology

[0002] In the construction industry, the construction of industrial plants has always been a crucial component. With the acceleration of industrialization, the demand for industrial plants continues to increase, and their construction quality and efficiency directly impact industrial production. Fully prefabricated industrial plants, due to their rapid construction speed and minimal environmental impact, are gradually becoming an important development direction in industrial plant construction. This structural form reduces on-site wet work, increases the degree of industrialization in construction, reduces labor intensity, and to a certain extent promotes the modernization of the construction industry. At the same time, fully prefabricated plants also have significant advantages in terms of recyclability and environmental friendliness, aligning with the current concept of sustainable development and playing a positive role in promoting the transformation and upgrading of the construction industry.

[0003] In the construction of traditional fully prefabricated concrete frame industrial plants, there are several conventional methods for constructing components such as roofs and walls. For roofs, a common practice is to use prefabricated large roof panels, which are then hoisted onto the roof trusses. These panels are typically flat and relatively simple to install, but may require additional design for drainage, resulting in poor drainage performance. For walls, the general approach is to first install columns, and then lay bricks between the columns. Brick masonry walls offer good overall integrity, but construction is slower.

[0004] Therefore, the traditional construction method of fully prefabricated concrete frame industrial plants has some drawbacks. Roof drainage efficiency is low, easily causing water accumulation problems, and wall construction efficiency is also low. Summary of the Invention

[0005] To ensure efficient roof drainage and efficient wall construction, this application provides a fully prefabricated concrete frame structure industrial plant and its assembly method.

[0006] Firstly, the technical solution for a fully prefabricated concrete frame structure industrial plant provided in this application is as follows: A fully prefabricated concrete frame structure industrial plant includes a roof, four walls, four corner columns, and at least one row of central columns placed inside the four walls. Each wall includes a row of side columns, with a wall panel installed between every two adjacent side columns. Each corner column also has a wall panel installed between itself and an adjacent side column. Each corner column, each central column, and each side column has a pre-installed corbel (first bracket). Corbels (first brackets) in the same row are used to install the same crane beam. Each corner column, each central column, and each side column has a pre-installed corbel (second bracket) located above the first corbel. Corbels (second brackets) in the same row are used to install the same gutter beam. The gutter beam has pre-installed drain outlets at both ends. The roof includes multiple horizontally arranged saddle plates. Each saddle plate includes a crescent plate. Each end of the crescent plate has a pair of brackets. Each pair of brackets is installed above an adjacent gutter beam. Each end of the crescent plate has a drainage hole, and each drainage hole is connected to an adjacent gutter beam.

[0007] By adopting the above technical solution, in this fully prefabricated concrete frame structure industrial plant, each wall is framed by side columns and corner columns, and wall panels are installed between adjacent side columns and between corner columns and adjacent side columns, giving the plant structure good load-bearing support and enclosure performance. The wall panels are prefabricated, resulting in high wall assembly efficiency. The brackets pre-installed on the corner columns, middle columns, and side columns are used to install crane beams, which can meet the needs of hoisting operations within the plant and facilitate material handling and production operations. The brackets are used to install gutter beams. After the gutter beams are installed, crescent-shaped panels are overlapped. The drainage holes at each end of the crescent-shaped panels are connected to the adjacent gutter beams. Rainwater from the roof flows into the gutter beams through the drainage holes and then exits the plant through the pre-installed drain outlets at both ends of the gutter beams, reducing the accumulation of rainwater on the roof and protecting the structural safety of the plant and the internal equipment from rainwater erosion. Meanwhile, multiple horizontally arranged saddle-shaped panels form the roof. These panels are mounted above adjacent gutter beams via supports at both ends. This structural design ensures the stability and integrity of the roof, effectively resisting the influence of various external environmental factors. It also guarantees efficient roof drainage and efficient wall construction.

[0008] Preferably, each corner post has a wall panel slot on both sides, and each side post also has a wall panel slot on both sides. Multiple vertically arranged wall panels are provided between every two adjacent side posts, and multiple vertically arranged wall panels are also provided between each corner post and adjacent side post. Each end of each wall panel is engaged with the adjacent wall panel slot.

[0009] By adopting the above technical solution, when installing wall panels, it is only necessary to hoist the wall panel to the corresponding position, align its end with the slot and insert it. Utilizing the limiting effect of the slot, the wall panel installation can be completed quickly and accurately, ensuring the stability and accuracy of the wall panel installation. At the same time, this snap-fit ​​method facilitates the disassembly and replacement of wall panels, improving construction efficiency and the convenience of later maintenance.

[0010] Preferably, a cap is provided between the tops of every two adjacent side columns, and a cap is also provided between the top of each corner column and the top of the adjacent side column. Each end of each cap is engaged with the adjacent wall panel slot. The upper end of each cap is bent toward the inside of the factory building to form a bent section. The bent section adjacent to each drainage hole is blocked above the corresponding drainage hole.

[0011] By adopting the above technical solution, caps are installed between the tops of adjacent side columns and between the tops of corner columns and adjacent side columns in fully prefabricated concrete frame structure industrial plants. The ends of these caps are engaged with the wall panel slots, enhancing the stability and integrity of the plant structure. The bent section at the top of the cap blocks the drainage holes, reducing the occurrence of debris falling into the drainage holes and allowing rainwater to flow smoothly into the gutter beams and drain out to the outside of the plant through the drain outlets at both ends of the gutter beams, ensuring the normal operation of the plant's drainage system.

[0012] Preferably, each of the wall panels has a horizontal slot on its upper and lower surfaces, and a glass curtain panel is provided between every two vertically adjacent wall panels, with the upper and lower ends of the glass curtain panel engaging with the adjacent horizontal slot.

[0013] By adopting the above technical solution, in fully prefabricated concrete frame structure industrial plants, the upper and lower ends of the glass curtain panel are connected to the horizontal slots opened on the upper and lower surfaces of the wall panel, which is easy to install. At the same time, the glass curtain panel facilitates the lighting of the plant and enhances the aesthetics of the plant.

[0014] Preferably, an arc-shaped light-transmitting strip is installed between every two adjacent crescent-shaped plates. Several screws are pre-embedded at both ends of each crescent-shaped plate. The screws at each end of the crescent-shaped plate are welded to the same angle steel. A support rod is fixedly connected to the inner wall of each end of the light-transmitting strip. The support rod has a strip-shaped cavity arranged along the length of the support rod. A connecting rod is vertically slidably connected in the strip-shaped cavity. Multiple vertical holes are opened on the side wall of the support rod near the angle steel. An adjusting block is slidably connected in each vertical hole and bolted to the connecting rod. An adjusting rod is integrally formed on the adjusting block and is arranged downwards. Each adjusting rod is welded to the adjacent angle steel.

[0015] By adopting the above technical solution, when the skylight strip is hoisted to the appropriate position, the adjusting block, adjusting rod, and the overall structure formed by the connecting rod, adjusting block, and adjusting rod will slide to the bottom of the strip cavity within the vertical hole due to their own weight, making the bottom of the adjusting rod lower than the skylight strip. This positioning facilitates the welding operation of each adjusting rod to the corresponding angle steel by the construction personnel, improving the convenience of installation. After welding is completed, when the hoisting of the skylight strip is released, the skylight strip will move downward relative to the crescent plate under its own weight. Because the adjusting rod is welded and fixed to the angle steel, the connecting rod and adjusting block will slide upward relative to the support rod during the downward movement of the skylight strip. Until the connecting rod moves to the upper cavity wall of the strip cavity, the position of the skylight strip stabilizes, and the adjusting rod and angle steel are completely covered by the skylight strip. Because of the shading effect of the skylight, the direct contact of rainwater with the adjusting rod and angle steel is reduced, avoiding the corrosion of the adjusting rod and angle steel by rainwater. This ensures the firmness of the connection between the adjusting rod and the angle steel, extends the service life of both, and improves the stability and reliability of the entire skylight installation structure.

[0016] Preferably, the adjusting rod has a storage hole, and a support block is inserted into the storage hole with damping. The height of the strip cavity is equal to the sum of the height of the connecting rod and the height of the support block. Each support block is used to be inserted into the corresponding vertical hole or strip cavity.

[0017] By adopting the above technical solution, during the installation of the skylight strip, after the connecting rod contacts the upper cavity wall of the strip cavity, the support block, which has a storage hole on the adjusting rod and is damped and inserted into the storage hole, can be subjected to external force to make it pass through the storage hole and into the strip cavity. At this time, one end of the support block contacts the bottom wall of the connecting rod, and the other end contacts the bottom wall of the strip cavity, forming a stable support structure between the connecting rod and the strip cavity. This support method can effectively distribute the pressure on the connecting rod, prevent the connecting rod from shaking or displacing, thereby ensuring the stability of the skylight strip installation and thus ensuring the stability of the entire roof structure.

[0018] Preferably, the lower end of the support block opposite to the support rod has a first inclined surface, the bottom surface of the adjusting rod has an opening communicating with the storage hole, an auxiliary rod is inserted into the opening, and the upper end of the auxiliary rod has a second inclined surface that contacts the first inclined surface.

[0019] By adopting the above technical solution, when the auxiliary rod is struck from bottom to top, the inclined surface two at the upper end of the auxiliary rod contacts the inclined surface one at the lower end of one side of the support block. This contact of the inclined surfaces allows the upward force of the auxiliary rod to be converted into a component force that pushes the support block into the strip cavity, thereby pushing the support block gradually into the strip cavity and completing the insertion. After the support block enters the strip cavity, it can support the support rod, enhancing the stability of the connection structure between the skylight and the crescent-shaped panel. Furthermore, this method of moving the support block through the inclined surface contact makes the installation process of the support block more convenient and efficient. The auxiliary rod, as an auxiliary tool, can be reused.

[0020] Preferably, the support block has chamfers on both the upper and lower edges of the side facing away from the angle steel.

[0021] By adopting the above technical solution, the chamfering at the upper and lower edges of the support block away from the angle steel can make the support block smoother when it passes through the vertical hole and is inserted into the strip cavity, reducing the occurrence of jamming and improving assembly efficiency.

[0022] Firstly, the technical solution for a fully prefabricated concrete frame structure industrial plant provided in this application is as follows: An assembly method for a fully prefabricated concrete frame structure industrial plant includes the following steps: S1. Foundation installation: Excavate the foundation pit, use a crane to lift the prefabricated independent cup-shaped foundation into the foundation pit, place it in the position according to the drawings, and backfill and compact the foundation pit around the foundation. S2. Install columns: Columns include corner columns, side columns, and center columns. Place each column at the rim of the foundation cup and fill the gaps in the cup with fine aggregate concrete. S3. Install wall panels: Hoist the wall panels so that each wall panel is aligned with the wall panel slot on the corresponding column and complete the snap-fit; S4. Install the gutter beam: hoist the gutter beam, align the pre-embedded steel plate at the bottom of the gutter beam with the second bracket at the top of the column. The second bracket also has a pre-embedded steel plate. Adjust the position of the gutter beam so that the drain outlet of the gutter beam faces the outside of the factory building, and weld the pre-embedded steel plate on the gutter beam to the pre-embedded steel plate on the second bracket. S5. Install saddle plates: hoist the saddle plates, starting from one end of the factory building. Each support of the saddle plate is also equipped with a pre-embedded steel plate at the bottom. The upper surface of the gutter beam is also equipped with several pre-embedded steel plates. Place the pre-embedded steel plates at both ends of the saddle plate on the gutter beam, adjust the position, and complete the welding between the pre-embedded steel plates on the gutter beam and the pre-embedded steel plates on the support. S6. Install the cap: Hoist the cap and insert it vertically into the wall panel slot at the top of the column, with the bent section of the cap facing inwards towards the factory building.

[0023] By adopting the above technical solutions, the foundation pit is first excavated, and prefabricated independent cup-shaped foundations are hoisted into the pit, placed, and then backfilled and compacted, providing a stable foundation support for the factory building. Corner columns, side columns, and central columns are placed at the cup openings of the foundations and fine aggregate concrete is poured in, ensuring the columns are firmly fixed to the foundation. Wall panels are hoisted and engaged with the wall panel slots on the columns, facilitating wall panel installation and ensuring accurate positioning. Gutter beams are hoisted, and their bottom embedded steel plates are welded to the embedded steel plates on the corbels at the top of the columns, ensuring stable installation of the gutter beams and that the drain outlets face outwards for drainage. Saddle plates are hoisted from one end of the factory building, and the embedded steel plates at the bottom of their supports are welded to the embedded steel plates on the gutter beams, ensuring stable installation of the saddle plates. Finally, caps are hoisted and inserted into the wall panel slots at the very top of the columns, with the bent sections facing inwards, providing protection and decoration for the factory roof. Overall, this achieves efficient and stable assembly of a fully prefabricated concrete frame structure industrial factory building.

[0024] In summary, this application includes at least one of the following beneficial technical effects: Ensure efficient drainage of the roof and efficient construction of the walls; This ensures the firmness of the connection between the adjusting rod and the angle steel, extends the service life of both, and thus improves the stability and reliability of the entire skylight installation structure. The entire process achieved efficient and stable assembly of a fully prefabricated concrete frame structure industrial plant. Attached Figure Description

[0025] Figure 1 This is a schematic diagram illustrating the structure of the corner column in Embodiment 1 of this application.

[0026] Figure 2 This is a schematic diagram of the structure of the central column as shown in Embodiment 1 of this application.

[0027] Figure 3 This is a schematic diagram illustrating the structure of the side column in Embodiment 1 of this application.

[0028] Figure 4 This is a schematic diagram of the wall panel structure in Embodiment 1 of this application.

[0029] Figure 5 This is a schematic diagram of the structure of the saddle plate installed on the gutter beam, as shown in Embodiment 1 of this application.

[0030] Figure 6 This is a front view of the saddle plate as shown in Embodiment 1 of this application.

[0031] Figure 7 This is a side view of the saddle plate as shown in Embodiment 1 of this application.

[0032] Figure 8 This is a schematic diagram illustrating the structure of the cap in Embodiment 1 of this application.

[0033] Figure 9 This is a schematic diagram illustrating the connection between the light-transmitting strip and the saddle plate in Embodiment 2 of this application.

[0034] Figure 10 This is a schematic diagram illustrating the welding of angle steel and adjusting rod in Embodiment 2 of this application.

[0035] Figure 11 This is a schematic diagram illustrating the connection between the support block and the adjustment cavity in Embodiment 2 of this application.

[0036] Explanation of reference numerals in the attached drawings: 1. Corner post; 11. Wall panel groove; 2. Center post; 21. Corbel 1; 22. Corbel 2; 3. Side post; 4. Wall panel; 41. Horizontal groove; 5. Gutter beam; 51. Drain outlet; 6. Saddle plate; 61. Crescent plate; 611. Screw; 612. Angle steel; 62. Support; 63. Drain hole; 7. Cap; 71. Bend section; 8. Skylight strip; 81. Support rod; 811. Strip cavity; 812. Sealing block; 813. Vertical hole; 82. Connecting rod; 83. Adjusting block; 84. Adjusting rod; 841. Storage hole; 842. Through opening; 85. Support block; 851. Chamfer; 852. Bevel 1; 86. Auxiliary rod; 861. Bevel 2. Detailed Implementation

[0037] The following is in conjunction with the appendix Figures 1-11 This application will be described in further detail. Example 1

[0038] This application discloses a fully prefabricated concrete frame structure industrial plant. (Refer to...) Figure 1 and Figure 2 The industrial plant includes a roof, four walls, four corner columns 1, and at least one row of central columns 2 placed inside the four walls. The four walls, four corner columns 1, and central columns 2 cooperate with each other to form the main frame structure of the plant. This structural design gives the plant good stability and load-bearing capacity.

[0039] Reference Figure 3 Each wall includes a row of edge columns 3, see reference. Figure 1 , Figure 3 and Figure 4 A wall panel 4 is installed between every two adjacent side columns 3 and between each corner column 1 and its adjacent side column 3. The side columns 3 and corner columns 1 serve as supports and connections in the wall structure. The wall panel 4 is a precast concrete wall panel 4 with an internally embedded insulation board, which reduces the weight of the wall panel 4 while providing insulation.

[0040] Each corner post 1 and each side post 3 has pre-set wall panel slots 11 on both sides. Multiple vertically arranged wall panels 4 are provided between every two adjacent side posts 3 and between each corner post 1 and an adjacent side post 3. Each end of each wall panel 4 engages with an adjacent wall panel slot 11. The wall panel slots 11 make the installation of the wall panels 4 more convenient and accurate, improving the construction efficiency of the wall. A steel plate is pre-embedded at the corner of each wall panel 4, and a steel plate is also pre-embedded at the corresponding position of each wall panel slot 11 and wall panel 4. A stable connection between the wall panel 4 and the wall panel slot 11 is achieved through welding between the steel plates.

[0041] Each wall panel 4 has horizontal slots 41 on its upper and lower surfaces. A glass curtain wall is installed between every two vertically adjacent wall panels 4, with each glass curtain wall's top and bottom ends engaging with the adjacent horizontal slots 41. The installation of glass curtain walls increases natural light inside the factory and improves the comfort of the working environment. The glass curtain walls can be made of tempered glass or insulated glass, which have good light transmission and thermal insulation properties; laminated glass can also be used, offering high safety. The horizontal slots 41 make the installation of the glass curtain walls more convenient and secure.

[0042] Reference Figure 1 , Figure 2 and Figure 3 Each corner post 1, each central post 2, and each side post 3 is pre-installed with a corbel 1 21 and a corbel 22 located above the corbel 1 21. Corbel 1 21 is the supporting structure for installing the crane beam, while corbel 22 is used to install the gutter beam 5 (see...). Figure 5 The brackets 21 in the same row are used to install the same crane beam, which provides a running track for the cranes in the factory, facilitating the lifting and handling of goods. Each bracket 21 has a steel plate embedded in its upper surface, and the contact surface between the crane beam and the bracket 21 also has a steel plate embedded in it. The crane beam and bracket 21 are fixed together by welding the steel plates to ensure a strong connection.

[0043] Reference Figure 5 The corbels 22 in the same row are used to install the same gutter beam 5, and the gutter beam 5 has pre-set drain outlets 51 at both ends. The gutter beam 5 is used to collect and discharge rainwater from the roof, while the drain outlets 51 guide the rainwater to the outside of the factory building. A waterproof layer can be installed inside the gutter beam 5 to prevent rainwater leakage. The slope of the gutter beam 5 can be designed according to drainage requirements to ensure that rainwater can be discharged smoothly.

[0044] Reference Figure 5 , Figure 6 and Figure 7The roof includes multiple saddle-shaped panels 6 arranged horizontally. Each saddle-shaped panel 6 includes a crescent-shaped plate 61. Each end of the crescent-shaped plate 61 has a pair of pre-set brackets 62. Each pair of brackets 62 is installed above the adjacent gutter beam 5. A steel plate is pre-embedded at the bottom of each bracket 62, and several steel plates are pre-embedded on the upper surface of each gutter beam 5. The brackets 62 and the gutter beam 5 are fixedly connected by welding between the steel plates.

[0045] Both ends of the crescent-shaped roof panel 61 have drainage holes 63, each aligned with the upper groove of the gutter beam 5, meaning the drainage hole 63 is connected to the gutter beam 5. A drainage pipe is inserted into the drainage hole 63, extending into the gutter beam 5. The design of the saddle-shaped roof panel 6 provides excellent drainage performance. Rainwater flows along the curvature of the crescent-shaped roof panel 61 to the drainage holes 63, which then guide the rainwater from the roof into the gutter beam 5 for drainage. The size and number of drainage holes 63 can be designed according to the roof area and rainfall to ensure smooth drainage.

[0046] Reference Figure 1 , Figure 3 and Figure 8 A cap 7 is provided between the tops of every two adjacent side columns 3 and between the top of each corner column 1 and the top of the adjacent side column 3. Each end of each cap 7 engages with the adjacent wall panel slot 11. The upper end of each cap 7 is bent towards the inside of the factory building, thus forming a bent section 71, as shown in the figure. Figure 5 and Figure 8 The bent plate adjacent to each drain hole 63 covers the corresponding drain hole 63. The cap 7 not only reduces the occurrence of impurities clogging the drain holes 63, but also serves a decorative purpose. The cap 7 and the adjacent lower wall panel 4 (see...) Figure 4 The two parts are in contact with each other, and each end is inserted into the same wall panel slot 11.

[0047] This application also discloses an assembly method for a fully prefabricated concrete frame structure industrial plant, including the following steps: S1. Foundation Installation: Excavate the foundation pit, use a crane to lift the prefabricated independent cup-shaped foundations into the pit, place them according to the drawings, and backfill and compact the foundation pit around the foundations. When excavating the foundation pit, pay attention to controlling the depth and dimensions of the pit to ensure it meets design requirements. The backfill soil around the foundation should be compacted in layers to improve the stability of the foundation.

[0048] S2. Column Installation: The columns include corner columns 1, side columns 3, and center columns 2. Place each column at its corresponding foundation socket and fill the socket gaps with fine aggregate concrete. Ensure the columns are installed vertically and horizontally; this can be measured and adjusted using a theodolite and level. The fine aggregate concrete should be vibrated and compacted to ensure a firm connection between the column and the foundation.

[0049] S3. Install wall panels 4: Hoist the wall panels 4, aligning each panel 4 with the corresponding wall panel slot 11 on the column and securing it in place. During hoisting, ensure the wall panels 4 are balanced and stable to prevent swaying or collisions. Ensure a tight fit between the wall panels 4. After securing, weld the pre-embedded steel plates on the wall panels 4 to the corresponding pre-embedded steel plates in the wall panel slots 11. Install the glass curtain walls simultaneously with the wall panels 4.

[0050] S4. Install the gutter beam 5: Hoist the gutter beam 5 and align the pre-embedded steel plate at the bottom of the gutter beam 5 with the corbel 22 at the top of the column. Corbel 22 also has a pre-embedded steel plate. Adjust the position of the gutter beam 5 so that the drain outlet 51 of the gutter beam 5 faces outwards from the factory building. Weld the pre-embedded steel plate on the gutter beam 5 to the pre-embedded steel plate on corbel 22. When hoisting the gutter beam 5, pay attention to its direction and angle to ensure the correct orientation of the drain outlet 51.

[0051] S5. Install saddle plate 6: Hoist saddle plate 6, starting from one end of the factory building. Each support 62 of saddle plate 6 is also equipped with a pre-embedded steel plate at its bottom end. The upper surface of the gutter beam 5 is also equipped with several pre-embedded steel plates. Place the pre-embedded steel plates at both ends of saddle plate 6 on the gutter beam 5, adjust their position, and complete the welding between the pre-embedded steel plates on the gutter beam 5 and the pre-embedded steel plates on the support 62.

[0052] S6. Install Cap 7: Hoist Cap 7 and insert it vertically into the wall panel slot 11 at the top of the column, ensuring the bent section 71 of Cap 7 faces inwards. When hoisting Cap 7, pay attention to its direction and angle to ensure the correct orientation of the bent section 71. Each end of Cap 7 inserted into the wall panel slot 11 also has a pre-embedded steel plate; the Cap 7 is fixed to the wall panel slot 11 by welding the steel plates together. Example 2

[0053] This application discloses a fully prefabricated concrete frame structure industrial plant. (Refer to...) Figure 9 and Figure 10 The difference from Embodiment 1 is that an arc-shaped light-transmitting strip 8 is installed between every two adjacent crescent-shaped plates 61, which can further increase the lighting area inside the factory.

[0054] Several screws 611 are pre-embedded at both ends of each crescent plate 61. The screws 611 are arranged along the length of the crescent plate 61. The screws 611 at each end of the crescent plate 61 are all welded with the same angle steel 612. The angle steel 612 is used to fix the light-transmitting strip 8 and improve the installation stability of the light-transmitting strip 8.

[0055] Each end of the light-transmitting strip 8 has a support rod 81 fixedly connected to its inner wall, and the support rod 81 is arranged along the length of the light-transmitting strip 8. Inside the support rod 81 is a strip-shaped cavity 811 arranged along the length of the support rod 81, extending through each end of the support rod 81. Each end of the support rod 81 is fixedly connected to a sealing block 812 for sealing the end of the strip-shaped cavity 811. A connecting rod 82 is vertically slidably connected inside the strip-shaped cavity 811, and the connecting rod 82 is installed and inserted into the interior of the strip-shaped cavity 811 from one end.

[0056] The support rod 81 has multiple vertical holes 813 on one side wall near the angle steel 612. Each vertical hole 813 has an adjusting block 83 slidably connected to it. Each adjusting block 83 is bolted or welded to the connecting rod 82. An adjusting rod 84 is integrally formed on the adjusting block 83 and is positioned downwards. Each adjusting rod 84 is welded to the adjacent angle steel 612.

[0057] Reference Figure 10 and Figure 11 An adjustment rod 84 has a through-hole 841 for storing the rod. A support block 85 is inserted into the storage hole 841 with damping. The height of the strip cavity 811 is equal to the sum of the height of the connecting rod 82 and the height of the support block 85. Each support block 85 is used to insert into the corresponding strip cavity 811. When the support block 85 is inserted into the strip cavity 811, the upper end of the support block 85 abuts against the bottom surface of the connecting rod 82, and the lower end abuts against the bottom wall of the strip cavity 811.

[0058] The support block 85 has a slope 852 on the lower end of the side opposite to the support rod 81. The bottom surface of the adjusting rod 84 has a through-hole 842 that communicates with the storage hole 841. An auxiliary rod 86 is inserted into the through-hole 842. The upper end of the auxiliary rod 86 has a slope 861 that contacts the slope 852.

[0059] The support block 85 has chamfers 851 on both the upper and lower edges of the side facing away from the angle steel 612. The chamfers 851 facilitate the smooth insertion of the support block 85 into the vertical hole 813 and the strip cavity 811.

[0060] The implementation principle of a fully prefabricated concrete frame structure industrial plant according to an embodiment of this application is as follows: During the installation of the skylight 8, the skylight 8 is hoisted to the required position. The adjusting rod 84, adjusting block 83, and connecting rod 82 move to their extreme positions relative to the support rod 81 under their own weight. At this time, the bottom end of the adjusting rod 84 protrudes from the skylight 8, facilitating the welding between the adjusting rod 84 and the angle steel 612. After welding, the hoisting of the skylight 8 is released, and the skylight 8 descends relative to the angle steel 612. At this time, the adjusting rod 84, adjusting block 83, and connecting rod 82 move upward relative to the support rod 81 until the connecting rod 82 abuts against the upper cavity wall of the strip cavity 811. The auxiliary rod 86 is struck upward, and the auxiliary rod 86 moves upward, which allows the support block 85 to slide in the storage hole 841, thereby pushing the support block 85 to simultaneously complete the insertion with the corresponding vertical hole 813 and the strip cavity 811. At this time, the support block 85 is used to support the connecting rod 82.

[0061] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A fully prefabricated concrete frame structure industrial plant, characterized in that, The structure includes a roof, four walls, four corner columns (1), and at least one row of central columns (2) placed inside the four walls. Each wall includes a row of side columns (3). A wall panel (4) is installed between every two adjacent side columns (3). A wall panel (4) is also installed between each corner column (1) and its adjacent side column (3). A corbel (21) is pre-installed on each corner column (1), each central column (2), and each side column (3). Corbels (21) in the same row are used to install the same crane beam. A corbel located on each corner column (1), each central column (2), and each side column (3) is pre-installed on each corner column (1), each central column (2), and each side column (3). (21) The upper corbel (22) and the corbels (22) in the same row are all used to install the same gutter beam (5). The gutter beam (5) has a drain outlet (51) at both ends. The roof includes multiple horizontally arranged saddle plates (6). The saddle plate (6) includes a crescent plate (61). Each end of the crescent plate (61) has a pair of brackets (62). Each pair of brackets (62) is installed above the adjacent gutter beam (5). Each end of the crescent plate (61) has a drainage hole (63). Each drainage hole (63) is connected to the adjacent gutter beam (5).

2. The fully prefabricated concrete frame structure industrial plant according to claim 1, characterized in that, Each corner post (1) has a wall panel slot (11) pre-set on both sides of its side walls, and each side post (3) also has a wall panel slot (11) pre-set on both sides of its side walls. There are multiple vertically arranged wall panels (4) between each two adjacent side posts (3), and multiple vertically arranged wall panels (4) are also provided between each corner post (1) and the adjacent side post (3). Each end of each wall panel (4) is engaged with the adjacent wall panel slot (11).

3. The fully prefabricated concrete frame structure industrial plant according to claim 2, characterized in that, A cap (7) is provided between the tops of every two adjacent side columns (3), and a cap (7) is also provided between the top of each corner column (1) and the top of the adjacent side column (3). Each end of each cap (7) is engaged with the adjacent wall panel slot (11). The upper end of each cap (7) is bent toward the inside of the factory building and forms a bent section (71). The bent section (71) adjacent to each drainage hole (63) is blocked above the corresponding drainage hole (63).

4. The fully prefabricated concrete frame structure industrial plant according to claim 2, characterized in that, Each of the wall panels (4) has a horizontal slot (41) on its upper and lower surfaces. A glass curtain panel is provided between every two vertically adjacent wall panels (4). The upper and lower ends of the glass curtain panel are engaged with the adjacent horizontal slot (41).

5. The fully prefabricated concrete frame structure industrial plant according to claim 1, characterized in that, An arc-shaped light-transmitting strip (8) is installed between each two adjacent crescent plates (61). Several screws (611) are pre-embedded at both ends of each crescent plate (61). Several screws (611) at each end of the crescent plate (61) are welded to the same angle steel (612). A support rod (81) is fixedly connected to the inner wall of each end of the light-transmitting strip (8). The support rod (81) has a strip cavity (811) arranged along the length of the support rod (81). A connecting rod (82) is vertically slidably connected in the strip cavity (811). Multiple vertical holes (813) are opened on the side wall of the support rod (81) near the angle steel (612). An adjusting block (83) bolted to the connecting rod (82) is slidably connected in each vertical hole (813). An adjusting rod (84) is integrally formed on the adjusting block (83) and is set downward. Each adjusting rod (84) is welded to the adjacent angle steel (612).

6. The fully prefabricated concrete frame structure industrial plant according to claim 5, characterized in that, The adjusting rod (84) has a storage hole (841), and a support block (85) is inserted into the storage hole (841) with damping. The height of the strip cavity (811) is equal to the sum of the height of the connecting rod (82) and the height of the support block (85). Each support block (85) is used to be inserted into the corresponding vertical hole (813) and strip cavity (811).

7. A fully prefabricated concrete frame structure industrial plant according to claim 6, characterized in that, The support block (85) has a slope one (852) at the lower end of the side opposite to the support rod (81). The bottom surface of the adjusting rod (84) has a through-hole (842) that communicates with the storage hole (841). An auxiliary rod (86) is inserted into the through-hole (842). The upper end of the auxiliary rod (86) has a slope two (861) that contacts the slope one (852).

8. A fully prefabricated concrete frame structure industrial plant according to claim 7, characterized in that, The support block (85) has chamfers (851) on both the upper and lower edges of the side facing away from the angle steel (612).

9. An assembly method for a fully prefabricated concrete frame structure industrial plant according to claim 3, characterized in that, Includes the following steps: S1. Foundation installation: Excavate the foundation pit, use a crane to lift the prefabricated independent cup-shaped foundation into the foundation pit, place it in the position according to the drawings, and backfill and compact the foundation pit around the foundation. S2. Install columns: The columns include corner columns (1), side columns (3), and center columns (2). Place each column at the mouth of the foundation cup and fill the gap of the cup with fine stone concrete. S3. Install wall panels (4): hoist the wall panels (4) so ​​that each wall panel (4) is aligned with the wall panel slot (11) on the corresponding column and complete the snap-fit. S4. Install the gutter beam (5): hoist the gutter beam (5), align the pre-embedded steel plate at the bottom of the gutter beam (5) with the corbel two (22) at the top of the column. The corbel two (22) also has a pre-embedded steel plate. Adjust the position of the gutter beam (5) so that the drain outlet (51) of the gutter beam (5) faces the outside of the factory building, and weld the pre-embedded steel plate on the gutter beam (5) to the pre-embedded steel plate on the corbel two (22). S5. Install saddle plate (6): Hoist the saddle plate (6) from one end of the factory building. Each support (62) of the saddle plate (6) is also equipped with a pre-embedded steel plate at the bottom. The upper surface of the gutter beam (5) is also equipped with several pre-embedded steel plates. Place the pre-embedded steel plates at both ends of the saddle plate (6) on the gutter beam (5), adjust the position, and complete the welding between the pre-embedded steel plates on the gutter beam (5) and the pre-embedded steel plates on the support (62). S6. Install cap (7): Hoist cap (7) and insert cap (7) vertically into the wall panel slot (11) at the top of the column, so that the bent section (71) of cap (7) faces the inside of the factory building.

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