An explosion relief test system and method for simulating accidental explosion of industrial plant structure

Abstract

An explosion relief test system and method for simulating accidental explosion of industrial plant structure belongs to the technical field of explosion test system. The present invention solves the problems that the structural configuration of the existing explosion relief test platform is difficult to adjust, the flexibility of the arrangement of explosion relief measures is low, and the universality of the test platform is poor. The T-slot rigid platform of the foundation system of the present invention is installed on a box-type foundation, and the multiple structural columns of the prefabricated structural system are connected with the T-slot rigid platform in cooperation, and two adjacent structural columns are connected by an inter-column connecting beam. The prefabricated wall and the closed wall are respectively connected with the structural column, and the prefabricated wall and the closed wall are combined to form an explosion space. The high-energy explosives of the explosion source control subsystem are arranged in the explosion space, and the roof panels are installed on the prefabricated walls and the closed walls. The prefabricated walls and the roof panels are processed with explosion relief parts. The explosion relief test system of the present invention can freely change the structural scale according to needs, which increases the convenience and universality of the explosion relief test.

Description

Technical Field

[0001] The invention belongs to the technical field of explosion test systems, and in particular relates to an explosion relief test system and method for simulating accidental explosion of an industrial plant structure. Background Art

[0002] When constructing industrial plant structures with potential explosion risks, their explosion-proof capabilities should be taken into consideration. Currently, the most widely used and effective means of explosion-proofing is explosion-proofing design, which is already covered in the Code for Fire Protection Design of Buildings.

[0003] (GB50016-2018), "Explosion-resistant and explosion-proof doors and windows, roofs and wall building structures" (14J938) and other specifications have made relevant provisions; however, due to the many characteristics of explosion loads such as short duration, strong load, easy to occur suddenly, difficult to warn, and large damage, the explosion-proof structure exhibits very complex dynamic behavior when subjected to explosion loads. Carrying out explosion-proof test is the most effective technical method for studying the explosion-proof protection of industrial plant structures. However, there are various types of industrial plant structures. According to the type of engineering materials, they can be divided into plant structures such as brick-concrete structure, reinforced concrete structure, and steel structure; according to different systems, they can be divided into rigid frame structure, bent frame structure, arch structure, etc.; the roof truss of the plant can also be divided into reinforced concrete truss, steel truss, wooden truss and other forms. It is impractical to carry out explosion-proof test research on such a variety of industrial plant structures. How to establish a universal and diverse explosion-proof test system to meet the actual needs of industrial plant structure explosion-proof protection research is a bottleneck problem that needs to be solved urgently. At present, explosion relief test systems are mainly divided into three categories: fixed volume device test system, fixed structure test system and detachable structure test system.

[0004] Fixed volume device test system mainly uses 20L ball or 1m 3 The cubic explosion container device is the main body, and the main body is filled with flammable materials such as gas and dust. After mixing with air, it is detonated by an ignition head, and an explosion vent is opened on it to realize the explosion venting behavior. The above system is not suitable for the explosion venting test research of industrial plant structures. The volume of the explosion chamber of the platform body is very limited, and its configuration is usually spherical or cubic, which is far from the structural form of an industrial plant. Its test structure is difficult to represent the reagent working conditions, and only some qualitative regularity research can be made.

[0005] Fixed structure test systems are mainly structure models made under full-scale or reduced-scale conditions. They are designed and manufactured according to the target working conditions. The test structure can represent the explosion-proof effect of the building under these conditions. However, this type of system cannot adjust the structural parameters and is only designed for a certain test condition. When conducting tests with different explosion-proof parameters or different structural configurations, it is often necessary to redesign the structure and perform processing, and its universality is poor.

[0006] The detachable structure experimental system is mainly composed of multiple unit structures spliced ​​together or part of the structure can be disassembled and transformed to achieve a test system with changed working conditions. This type of system is more flexible in adjusting working conditions than the first two systems, but this type of system is mostly explosion-proof chambers or splicable pipes for mounting different test pieces, and is mostly used to carry out explosion tests on explosion-proof test pieces in fixed positions. Its explosion-proof measures can only be arranged at predetermined positions of the system. At the same time, this type of system cannot be disassembled to form building models of different configurations. The flexibility of adjusting the explosion-proof and structural parameters and the universality of the test system are still insufficient.

[0007] It can be seen that the existing explosion-proof test platforms have technical problems such as difficulty in adjusting the structural configuration, low flexibility in the arrangement of explosion-proof measures, and poor universality of the test platform.

[0008] Therefore, the present application proposes an explosion relief test system and method for simulating accidental explosion of industrial plant structures to solve the above problems. Summary of the invention

[0009] The purpose of the research and development of the present invention is to solve the problems that the structural configuration of the existing explosion relief test platform is difficult to adjust, the flexibility of the arrangement of the explosion relief measures is low, and the universality of the test platform is poor. A brief overview of the present invention is given below to provide a basic understanding of certain aspects of the present invention. It should be understood that this overview is not an exhaustive overview of the present invention. It is not intended to identify the key or important parts of the present invention, nor is it intended to limit the scope of the present invention.

[0010] The technical solution of the present invention:

[0011] Solution 1: An explosion relief test system for simulating accidental explosion of industrial plant structure, including a foundation system, an assembled structure system, an explosion source control subsystem and a data acquisition subsystem, the assembled structure system is installed on the foundation system, the explosion source control subsystem and the data acquisition subsystem are respectively arranged in the assembled structure system, the foundation system includes a box foundation and a T-slot rigid platform, the T-slot rigid platform is installed on the box foundation, the assembled structure system includes an assembled wall, a closed wall, a structural column and a roof panel, a plurality of structural columns are connected with the T-slot rigid platform, two adjacent structural columns are connected by an inter-column connecting beam, the assembled wall and the closed wall are respectively connected with the structural column, the assembled wall and the closed wall are combined to form an explosion space, the explosion source control subsystem is arranged in the explosion space, the roof panel is installed on the assembled wall and the closed wall, and the assembled wall and the roof panel are processed with explosion relief parts.

[0012] Furthermore, the T-slot rigid platform is processed with T-slots, and multiple T-slots are arranged horizontally and vertically on the T-slot rigid platform. Circular grooves are arranged at the intersection nodes of the horizontally arranged T-slots and the longitudinally arranged T-slots. Anchor rods are arranged at the bottom of the T-slot rigid platform, and the T-slot rigid platform is fixed to the box foundation through the anchor rods.

[0013] Furthermore, a column base flange is installed on the T-slot rigid platform, and the column base flange is fixed to the T-slot rigid platform by a plurality of mounting bolts. The mounting bolts are slidably arranged in the T-slot through circular grooves, and the bottom of the structural column is connected to the column base flange.

[0014] Furthermore, the explosion relief part includes an explosion relief skylight, an explosion relief port and an explosion relief door. The explosion relief skylight is arranged on the roof panel, and the explosion relief port and the explosion relief door are arranged on the assembled wall.

[0015] Furthermore, the box-type foundation includes side panels, a top panel, a partition wall and a bottom panel. The bottom panel and the side panels are integrally formed, and a partition wall is provided between the top panel and the bottom panel.

[0016] Furthermore, a wall clamping device is provided on the inter-column connecting beam, a sliding rail is provided between two adjacent structural columns, the side wall is slidably connected to the sliding rail and fixed by the wall clamping device, the wall clamping device includes a clamping fixed end, a clamping sliding end and a hydraulic control device, the clamping fixed end is installed on the inter-column connecting beam, the clamping sliding end is slidably connected to the clamping fixed end, the clamping sliding end is provided with a hydraulic control device, a plurality of mounting bolts are provided on the structural column, the closed wall is connected to the structural column by the mounting bolts, and a wall ground beam is provided at the bottom of the closed wall.

[0017] Furthermore, both ends of the inter-column connecting beam are connected to the structural columns through beam mounting flanges respectively, and column embedded bolt rods are provided on the structural columns. The beam mounting flanges are cooperatively connected with the column embedded bolt rods and fixed by fasteners.

[0018] Furthermore, the high-energy explosives of the explosion control subsystem are placed on a steel base, which is fixed to the T-slot rigid platform by installing ground bolts. Obstacles are also arranged in the explosion space, and the obstacles are fixed to the T-slot rigid platform by connecting flanges and connecting bolts.

[0019] Furthermore, a roof truss is arranged on the structural column, the roof panel is connected to the roof truss by bolts, the roof truss is an arch roof truss, and the roof panel is an arch roof cover.

[0020] Solution 2: An explosion relief test method for simulating an accidental explosion of an industrial plant structure, which is based on the explosion relief test system for simulating an accidental explosion of an industrial plant structure described in Solution 1 and includes the following steps:

[0021] Step 1: Fix the T-slot rigid platform to the box foundation through multiple anchor rods at the bottom. The anchor rods pass through the top plate of the box foundation and are arranged between the top plate and the bottom plate.

[0022] Step 2: Insert multiple mounting bolts through the circular grooves on the T-slot rigid platform and slide them in the T-slots, fix the column base flange through the mounting bolts, and weld the bottom of the structural column to the column base flange;

[0023] Step 3: Connect the inter-column connecting beam between two adjacent structural columns. The two ends of the inter-column connecting beam are connected to the column pre-embedded bolt rods embedded in the structural columns through the beam mounting flanges, and then fixed by fasteners. After the inter-column connecting beams are connected between all adjacent structural columns, the mounting bolts are welded on the structural columns on the front and rear sides, and the closed wall is installed on the structural column through the mounting bolts. Then, multiple side walls are slid between the two adjacent structural columns through the slide rails. After the position of the side wall is determined, the clamping sliding end is driven to retract through the hydraulic control device to fix the side wall;

[0024] Step 4: Install and place high-energy explosives in the explosion space formed by the side wall and the closed wall. First, fix the steel base to the T-slot rigid platform through the installation bolts, and then place the high-energy explosives on the steel base. Fix the obstacle to the T-slot rigid platform through the connecting flange and the connecting bolts. The obstacle is also placed in the explosion space.

[0025] Step 5: Install the roof truss on the structural column, fix the roof panel to the roof truss with bolts, process the explosion relief parts on the roof panel and side wall respectively, detonate the high-energy explosives, collect data through the data acquisition subsystem and summarize and analyze it.

[0026] The present invention has the following beneficial effects:

[0027] 1. The explosion relief test system for simulating accidental explosion of an industrial plant structure of the present invention can freely change the structural scale, material and aspect ratio according to the test needs to form different types of industrial plant test models. The explosion relief measures can be flexibly arranged on the walls and roof panels, and their types and explosion relief areas can be flexibly adjusted to achieve a variety of explosion relief conditions. When different working condition tests are carried out or the test system needs to be maintained, it only needs to replace the target component to achieve it, and there is no need to rebuild the test platform, which increases the convenience and universality of the explosion relief test.

[0028] 2. The explosion relief test system for simulating accidental explosion of an industrial plant structure of the present invention can adjust the type, position and equivalent of the explosion source, so as to realize the loading of different types of explosion loads, and obstacles of different sizes can be arranged at various positions on the ground inside the structure, so that the system can carry out explosion load tests under the influence of different explosion sources and obstacles. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1It is a schematic diagram of an explosion relief test system for simulating accidental explosion of industrial plant structures;

[0030] Figure 2 It is a schematic diagram of the prefabricated structural system;

[0031] Figure 3 is a schematic diagram of the basic system;

[0032] Figure 4 It is a schematic diagram of the connection relationship between the structural column and the T-slot rigid platform through the column base flange;

[0033] Figure 5 It is a schematic diagram of the connection relationship between the prefabricated wall and the structural column;

[0034] Figure 6 It is a schematic diagram of the connection relationship between the obstacle and the T-slot rigid platform;

[0035] Figure 7 It is a structural diagram of the box foundation;

[0036] Figure 8 It is a schematic diagram of the connection relationship between the T-slot rigid platform and the box-type foundation;

[0037] Fig. 9 It is a schematic diagram of the matching relationship between the installation bolts and the T-slot rigid platform;

[0038] Fig.10 It is a schematic diagram of the coordination relationship between the side wall, the slide rail and the wall clamping device;

[0039] Fig.11 It is a schematic diagram of the connection relationship between the column connecting beam and the structural column;

[0040] Fig.12 is a schematic diagram of a wall clamping device;

[0041] Fig.13 is a schematic diagram of the obstacle;

[0042] Fig.14 It is a schematic diagram of the connection relationship between the high-energy explosive and the T-slot rigid platform;

[0043] Fig.15 It is a schematic diagram of an arch roof truss;

[0044] Fig.16 This is a schematic diagram of the arch roof.

[0045] In the figure: 1-box foundation, 2-T-slot rigid platform, 3-assembled wall, 4-enclosed wall, 5-structural column, 6-roof panel, 7-column foot flange, 8-explosion relief part, 9-roof truss, 10-wall ground beam, 11-installation bolt, 12-side panel, 13-top panel, 14-partition wall, 15-bottom panel, 16-obstacle, 17-high explosive, 18-steel base, 161-connection flange, 162-connection bolt, 20- T-slot, 21-anchor rod, 22-circular groove, 30-side wall, 31-wall clamping device, 32-column connecting beam, 33-slide rail, 34-beam mounting flange, 35-fastener, 311-clamping fixed end, 312-clamping sliding end, 313-hydraulic control device, 51-column embedded bolt rod, 70-installation ground bolt, 81-explosion-venting skylight, 82-explosion-venting port, 83-explosion-venting door, 91-arch roof truss, 92-arch roof cover. DETAILED DESCRIPTION

[0046] In order to make the purpose, technical scheme and advantages of the present invention clearer, the present invention is described below by the specific embodiments shown in the accompanying drawings. However, it should be understood that these descriptions are only exemplary and are not intended to limit the scope of the present invention. In addition, in the following description, the description of well-known structures and technologies is omitted to avoid unnecessary confusion of the concept of the present invention.

[0047] The connection mentioned in the present invention is divided into fixed connection and detachable connection. The fixed connection (i.e., non-detachable connection) includes but is not limited to conventional fixed connection methods such as folding connection, rivet connection, bonding connection and welding connection. The detachable connection includes but is not limited to conventional detachable methods such as threaded connection, snap connection, pin connection and hinge connection. When the specific connection method is not clearly defined, it is assumed that at least one connection method can always be found in the existing connection methods to achieve the function. Those skilled in the art can choose according to their needs. For example: welding connection is selected for fixed connection, and hinge connection is selected for detachable connection.

[0048] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" 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 a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0049] Embodiment 1, combination Figure 1-Figure 16The present embodiment is described. The present embodiment is an explosion relief test system for simulating accidental explosion of an industrial plant structure, comprising a foundation system, an assembled structure system, an explosion source control subsystem and a data acquisition subsystem. The assembled structure system is installed on the foundation system, and the explosion source control subsystem and the data acquisition subsystem are respectively arranged in the assembled structure system. The foundation system comprises a box foundation 1 and a T-slot rigid platform 2, and the T-slot rigid platform 2 is installed on the box foundation 1. The assembled structure system comprises an assembled wall 3, a closed wall 4, a structural column 5 and a roof panel 6. A plurality of structural columns 5 are connected with the T-slot rigid platform 2 in cooperation, and two adjacent structural columns 5 are connected by an inter-column connecting beam 32. The assembled wall 3 and the closed wall 4 are respectively connected with the structural column 5, and the assembled wall 3 and the closed wall 4 are combined to form an explosion space. The explosion source control subsystem is arranged in the explosion space, and the roof panel 6 is installed on the assembled wall 3 and the closed wall 4. The assembled wall 3 and the roof panel 6 are processed with an explosion relief part 8.

[0050] The foundation system is a foundation system for a rigid test platform, including a box foundation 1 and a T-slot rigid platform 2. First, a large-area box foundation 1 is cast after excavation in a suitable open test site. A circle of side panels 12 are connected to the bottom plate 15 of the box foundation 1. The side panels 12 are surrounded to form a square groove. A partition wall 14 is arranged in the square groove. Finally, a top plate 13 is arranged above the side panels 12 to complete the box foundation 1. The T-slot rigid platform 2 is processed using steel. The T-slot rigid platform 2 is connected to the box foundation 1 anchor bolts through an anchor rod 21 arranged at the bottom. T-slot rigid platform 2 is cross-arranged horizontally and vertically. A circular groove 22 is arranged at the intersection of the horizontally arranged T-slot 20 and the longitudinally arranged T-slot 20. The function of the circular groove 22 is to facilitate the heads of various bolts to be inserted through the circular groove 22 and slide in the T-slot 20.

[0051] The assembled structure system is installed on the foundation system. The assembled structure system includes assembled walls 3, closed walls 4, structural columns 5 and roof panels 6. First, according to the test requirements, the required number of structural columns 5 are arranged on the T-slot rigid platform 2 according to the predetermined positions. The column base of the structural column 5 is connected with a column base flange 7, which is fixed to the T-slot rigid platform 2 by a plurality of mounting bolts 70. Figure 2 As shown, five structural columns 5 form a group, and two groups of structural columns 5 are arranged in mirror image on the T-slot rigid platform 2. After the positions of the structural columns 5 are determined and installed and fixed, the inter-column connecting beam 32 is connected between two longitudinally adjacent structural columns 5. Both ends of the inter-column connecting beam 32 are provided with beam mounting flanges 34. Column embedded bolt rods 51 are pre-embedded on the connecting surface between the structural column 5 and the inter-column connecting beam 32. The beam mounting flange 34 is matched and connected with the column embedded bolt rod 51, and the beam mounting flange 34 is fastened to the column embedded bolt rod 51 by the fastener 35.

[0052] After the connection of the inter-column connecting beams 32 on the structural columns 5 is completed, a wall clamping device 31 is installed on each inter-column connecting beam 32, a clamping fixed end 311 of the wall clamping device 31 is fixed on the inter-column connecting beam 32, a clamping sliding end 312 is slidably connected to the clamping fixed end 311, and a hydraulic control device 313 is connected to the clamping sliding end 312, and a slide rail 33 is arranged below the wall clamping device 31. The assembled wall 3 includes a plurality of side walls 30, each of which has a width greater than the distance between two structural columns 5, and the side walls 30 are slid in and arranged through the slide rail 33. It is placed between two adjacent structural columns 5. After determining the position of the side wall 30, the hydraulic control device 313 is used to control the clamping sliding end 312 to contract, and the side wall 30 is clamped to complete the clamping and fixing of the side wall 30; a plurality of mounting bolts 11 are pre-embedded on the structural columns 5 at the front and rear ends, and the closed wall 4 is fixed to the structural columns 5 at the front and rear ends by the mounting bolts 11. A roof truss 9 is connected to each structural column 5, and one roof truss 9 connects two structural columns 5 arranged in a transverse mirror image. The roof truss 9 is used to carry the roof panel 6, and the roof panel 6 is connected to the roof truss 9 by a plurality of bolts.

[0053] According to actual needs, an explosion relief part 8 is processed on the roof panel 6 and the side wall 30 respectively. The explosion relief part 8 includes an explosion relief skylight 81, an explosion relief port 82 and an explosion relief door 83. The explosion relief skylight 81 is arranged on the roof panel 6, and the explosion relief port 82 and the explosion relief door 83 are arranged on the side wall 30.

[0054] The explosion source control subsystem is arranged in the explosion space formed by the prefabricated structural system. The explosion control subsystem is a high-energy explosive 17. The high-energy explosive 17 is arranged in the explosion space. The steel base 18 is fixed on the T-slot rigid platform 2 by installing ground bolts 70. The high-energy explosive 17 is arranged on the steel base 18. According to the test needs, an obstacle 16 can be set in the explosion space. The obstacle 16 is fixed on the T-slot rigid platform 2 by connecting flange 161 and connecting bolts 162.

[0055] In addition to the flat roof panel 6, an arched roof truss 91 can be installed on the structural column 5, and an arched roof cover 92 can be installed on the arched roof truss 91. Figure 15-16 As shown;

[0056] The function of the data acquisition subsystem is mainly to collect and record the data required during the test, including high-frequency dynamic acquisition instrument, pressure sensor, displacement sensor, temperature sensor, infrared gas concentration meter, high-speed camera and drone, etc. The multi-channel high-frequency acquisition instrument is the main part of the data acquisition system, which converts the electrical signals of each sensor into digital signals, and can be connected to the computer in real time to observe the experimental data. Pressure sensors, high-frequency displacement sensors, temperature sensors, strain gauges, etc. are used as terminals of the data acquisition system, and are arranged at the required positions according to their functions. Pressure sensors are arranged at the test target wall and the key points of the overpressure flow field, displacement sensors are arranged at the structural column 5, the closed wall 4 and the explosion relief wall, and strain gauges are arranged at the explosion relief specimen and connected to the high-frequency acquisition instrument; high-speed cameras are arranged in a safe range outside the test system to record the flame propagation, component dynamic response and destruction form during the test, and combine them with numerical analysis. Further analysis of the test structure, while using DIC technology, combined with drones to take global photos of the test system, can record and analyze the entire destruction process of the explosion relief components during the explosion relief process, the trajectory of the fragments, the step-by-step range, etc. The control system is connected to the high-frequency data acquisition instrument to control the start and end of data acquisition, observe the test data in real time and perform preliminary processing on the test data.

[0057] Embodiment 2, combined Figure 1-Figure 16 The present embodiment is described. The present embodiment is an explosion relief test system for simulating accidental explosion of an industrial plant structure. When conducting a gas explosion test, the explosion control subsystem is a gas cylinder. A certain amount of air and combustible gas are mixed in an outdoor gas cylinder to form a mixed gas of a predetermined concentration, which is then filled into a membrane structure arranged indoors. An explosion-proof fan is used to mix the mixed gas evenly, and an infrared gas concentration meter is used to detect the concentration. After the gas is evenly mixed, the mixture is left to stand and connected to an ignition device to be detonated by electric ignition.

[0058] Embodiment 3, combined Figure 1-Figure 16 This embodiment is described. The explosion relief test method of an industrial plant structure accidental explosion simulation of this embodiment includes the following steps:

[0059] Step 1: fix the T-slot rigid platform 2 on the box-type foundation 1 through a plurality of anchor rods 21 at the bottom, and the anchor rods 21 pass through the top plate 13 of the box-type foundation 1 and are arranged between the top plate 13 and the bottom plate 15;

[0060] Step 2: insert multiple mounting bolts 70 through the circular groove 22 on the T-slot rigid platform 2, slide them in the T-slot 20, fix the column base flange 7 through the mounting bolts 70, and weld the bottom of the structural column 5 to the column base flange 7;

[0061] Step 3: Connect the inter-column connecting beam 32 between two adjacent structural columns 5, connect the two ends of the inter-column connecting beam 32 to the column embedded bolt rod 51 embedded in the structural column 5 through the beam mounting flange 34, and then fix it through the fastener 35. After the inter-column connecting beam 32 is connected between all adjacent structural columns 5, weld the mounting bolts 11 on the structural columns 5 on the front and rear sides, install the closed wall 4 on the structural column 5 through the mounting bolts 11, and then slide the multiple side walls 30 between the two adjacent structural columns 5 through the slide rail 33. After the position of the side wall 30 is determined, drive the clamping sliding end 312 to contract through the hydraulic control device 313 to fix the side wall 30;

[0062] Step 4: Install and place high-energy explosive 17 in the explosion space enclosed by the side wall 30 and the closed wall 4. First, fix the steel base 18 on the T-slot rigid platform 2 by installing ground bolts 70, and then place the high-energy explosive on the steel base 18. The obstacle 16 is fixed on the T-slot rigid platform 2 by connecting flange 161 and connecting bolts 162. The obstacle 16 is also placed in the explosion space.

[0063] Step 5: Install the roof truss 9 on the structural column 5, fix the roof panel 6 on the roof truss 9 with bolts, process the explosion relief part 8 on the roof panel 6 and the side wall 30 respectively, detonate the high-energy explosive 17, and collect data through the data acquisition subsystem and summarize and analyze it.

[0064] This embodiment is only an exemplary description of the present invention and does not limit its protection scope. Those skilled in the art may also make partial changes thereto. As long as they do not exceed the spirit of the present invention, they are within the protection scope of the present invention.

Claims

1. An explosion relief test system for simulating accidental explosion of industrial plant structures, characterized by: The invention comprises a foundation system, an assembled structure system, an explosion source control subsystem and a data acquisition subsystem, wherein the assembled structure system is installed on the foundation system, and the explosion source control subsystem and the data acquisition subsystem are respectively arranged in the assembled structure system, wherein the foundation system comprises a box-type foundation (1) and a T-slot rigid platform (2), wherein the T-slot rigid platform (2) is installed on the box-type foundation (1), and the assembled structure system comprises an assembled wall (3), a closed wall (4), a structural column (5) and a roof panel (6), wherein a plurality of The structural column (5) is connected to the T-slot rigid platform (2), two adjacent structural columns (5) are connected via an inter-column connecting beam (32), the assembled wall (3) and the closed wall (4) are respectively connected to the structural column (5), the assembled wall (3) and the closed wall (4) are combined to form an explosion space, the explosion source control subsystem is arranged in the explosion space, the roof panel (6) is installed on the assembled wall (3) and the closed wall (4), and the assembled wall (3) and the roof panel (6) are processed with explosion relief parts (8); The T-slot rigid platform (2) is processed with a T-slot (20), a plurality of T-slots (20) are arranged crosswise on the T-slot rigid platform (2), a circular groove (22) is arranged at the intersection node of the transversely arranged T-slots (20) and the longitudinally arranged T-slots (20), an anchor rod (21) is arranged at the bottom of the T-slot rigid platform (2), and the T-slot rigid platform (2) is fixed to the box-type foundation (1) through the anchor rod (21); a column base flange (7) is installed on the T-slot rigid platform (2), and the column base flange (7) is fixed to the T-slot rigid platform (2) through a plurality of mounting ground bolts (70), and the mounting ground bolts (70) are slidably arranged in the T-slot (20) through the circular groove (22), and the bottom of the structural column (5) is connected to the column base flange (7).

2. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 1 is characterized by: The explosion relief part (8) comprises an explosion relief skylight (81), an explosion relief opening (82) and an explosion relief door (83); the explosion relief skylight (81) is arranged on the roof panel (6), and the explosion relief opening (82) and the explosion relief door (83) are arranged on the assembled wall (3).

3. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 2 is characterized by: The box-type foundation (1) comprises side panels (12), a top panel (13), a partition wall (14) and a bottom panel (15); the bottom panel (15) and the side panels (12) are integrally formed, and a partition wall (14) is provided between the top panel (13) and the bottom panel (15).

4. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 3 is characterized by: A wall clamping device (31) is provided on the inter-column connecting beam (32), a slide rail (33) is provided between two adjacent structural columns (5), the side wall (30) is slidably connected to the slide rail (33) and fixed via the wall clamping device (31), the wall clamping device (31) comprises a clamping fixed end (311), a clamping sliding end (312) and a hydraulic control device (313), the clamping fixed end (311) is installed on the inter-column connecting beam (32), the clamping sliding end (312) is slidably connected to the clamping fixed end (311), the clamping sliding end (312) is provided with a hydraulic control device (313), a plurality of mounting bolts (11) are provided on the structural column (5), the closed wall (4) is connected to the structural column (5) via the mounting bolts (11), and a wall ground beam (10) is provided at the bottom of the closed wall (4).

5. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 4, characterized in that: Both ends of the inter-column connecting beam (32) are connected to the structural column (5) via beam mounting flanges (34), respectively; a column embedded bolt rod (51) is provided on the structural column (5); the beam mounting flange (34) and the column embedded bolt rod (51) are cooperatively connected and fixed via fasteners (35).

6. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 5, characterized in that: The high-energy explosive (17) of the explosion source control subsystem is placed on a steel base (18), and the steel base (18) is fixed to the T-slot rigid platform (2) by installing ground bolts (70). An obstacle (16) is also arranged in the explosion space, and the obstacle (16) is fixed to the T-slot rigid platform (2) by connecting flanges (161) and connecting bolts (162).

7. The explosion relief test system for simulating accidental explosion of industrial plant structure according to claim 6, characterized in that: A roof truss (9) is arranged on the structural column (5); the roof panel (6) is connected to the roof truss (9) by means of bolts; the roof truss (9) is an arched roof truss (91); and the roof panel (6) is an arched roof cover (92).

8. An explosion venting test method for simulating an accidental explosion of an industrial plant structure, the method is implemented based on the explosion venting test system for simulating an accidental explosion of an industrial plant structure as claimed in claim 7, and is characterized in that: The following steps are involved: Step 1: fix the T-slot rigid platform (2) to the box-shaped foundation (1) through a plurality of anchor rods (21) at the bottom, wherein the anchor rods (21) pass through the top plate (13) of the box-shaped foundation (1) and are arranged between the top plate (13) and the bottom plate (15); Step 2: insert a plurality of mounting bolts (70) through the circular grooves (22) on the T-slot rigid platform (2), slide them in the T-slots (20), fix the column base flange (7) through the mounting bolts (70), and weld the bottom of the structural column (5) to the column base flange (7); Step 3: Connect the inter-column connecting beam (32) between two adjacent structural columns (5), connect the two ends of the inter-column connecting beam (32) to the column embedded bolt rod (51) embedded in the structural column (5) through the beam mounting flange (34), and then fix them through the fastener (35). After the inter-column connecting beam (32) is connected between all adjacent structural columns (5), weld the mounting bolts (11) on the structural columns (5) on the front and rear sides, install the closed wall (4) on the structural column (5) through the mounting bolts (11), and then slide the plurality of side walls (30) between the two adjacent structural columns (5) through the slide rail (33). After the position of the side wall (30) is determined, drive the clamping sliding end (312) to retract through the hydraulic control device (313) to fix the side wall (30); Step 4: Install and place high-energy explosives (17) in the explosion space enclosed by the side wall (30) and the closed wall (4), first fix the steel base (18) to the T-slot rigid platform (2) by means of mounting bolts (70), then place the high-energy explosives on the steel base (18), and fix the obstacle (16) to the T-slot rigid platform (2) by means of connecting flanges (161) and connecting bolts (162), and the obstacle (16) is also placed in the explosion space; Step 5: Install the roof truss (9) on the structural column (5), fix the roof panel (6) on the roof truss (9) by bolts, process the explosion relief part (8) on the roof panel (6) and the side wall (30), detonate the high-energy explosive (17), collect data through the data acquisition subsystem and summarize and analyze it.

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