B-type liquid tank pressure-bearing wood epoxy pouring structure

Abstract

The utility model discloses a B-type liquid tank pressure-bearing wood epoxy pouring structure, which relates to the technical field of liquid tank processing and comprises a first structural member and a second structural member, the second structural member is arranged in the middle of the bottom of the first structural member, and the second structural member and the first structural member are arranged in a split structure. And main bodies of the first structural member and the second structural member adopt angle steel structures. According to the epoxy pouring structure for the pressure-bearing wood of the B-type liquid tank, the first structural part and the second structural part which are designed by adopting finished angle steel are arranged, and the structural characteristics of the first structural part and the second structural part are utilized, so that on one hand, the waste of prefabrication and welding can be reduced as much as possible, the preassembly time is shortened, the production cost is reduced, and the cost is saved; and on the other hand, the structural strength of the device structure can be ensured to the maximum extent by means of the structural arrangement of the device and the device, so that the stability in the using process is guaranteed, meanwhile, structural use is relatively convenient, installation and use are relatively flexible and convenient, and operation of constructors is facilitated.

Description

Technical Field

[0001] This utility model relates to the field of liquid tank processing technology, specifically a type B liquid tank pressure-bearing wood epoxy casting structure. Background Technology

[0002] Type B tanks are freestanding liquid compartments used to store liquefied natural gas, typically found on LNG carriers.

[0003] Currently, there are two liquid tank projects under construction: 7000TEU and 16000TEU. The supports used in the manufacturing process are flat steel bolt connections and prefabricated bolt connections. This structure makes the prefabrication requirements on site very high, and welding is prone to deformation.

[0004] Therefore, in view of this, we studied and improved the existing structure and its shortcomings, and proposed a type B liquid tank pressure-bearing wood epoxy casting structure. Utility Model Content

[0005] The purpose of this invention is to provide a type B liquid tank pressure-bearing epoxy casting structure to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a type B liquid tank pressure-bearing epoxy cast wood structure, comprising a first structural component and a second structural component. The second structural component is disposed at the bottom center of the first structural component, and the second structural component and the first structural component are disposed in a split structure. The main bodies of the first structural component and the second structural component are constructed using angle steel structures. The first structural component includes a supporting base plate, a first opening, a first support plate, a second support plate, a first reinforcing support plate, a second reinforcing support plate, a first strip plate, a second strip plate, and side plates. The supporting base plate has a first opening in the middle section, and a first support plate is disposed on one side surface of the supporting base plate. A second support plate is disposed on the side of the first support plate away from the first opening, and a first reinforcing support plate is connected to the side surface of the second support plate near the first opening. A second reinforcing support plate is connected between the first support plate and the second support plate. A first strip plate is connected to the top of the first support plate, and a second strip plate is connected to the top of the second support plate. Side plates are connected to both sides of the first support plate and the second support plate.

[0007] Furthermore, the supporting base plate, the first supporting plate, the second supporting plate, the first reinforcing support plate, the second reinforcing support plate, the first strip plate, the second strip plate, and the side plate are connected and combined with each other by welding, and the first supporting plate is vertically arranged in the middle of one side surface of the supporting base plate and located on the left and right sides of the first opening respectively.

[0008] Furthermore, the first reinforcing support plates are arranged at equal intervals on one side of the first support plate near the vertical central axis of the support base plate, and there are three sets of them. The second reinforcing support plates are arranged at equal intervals laterally between the first support plate and the second support plate, and there are three sets of them.

[0009] Furthermore, the first and second plates are connected to the first and second support plates in a "T"-shaped structure, and the side plates are connected to the first and second support plates in an enclosing structure.

[0010] Furthermore, the second structural component includes a support pile, a support seat, a second opening, a connecting plate, a first reinforcing angle plate, a reinforcing rib, a connecting plate, and a second reinforcing angle plate. The support pile is connected to a support seat on one end surface near the first structural component, and a support seat is provided in the middle of the support seat. The support pile is connected to a connecting plate on all four edges, and a first reinforcing angle plate is provided at the connection between the connecting plate and the support pile. Meanwhile, a reinforcing rib is provided on the side of the connecting plate away from the first structural component. The support pile is connected to a connecting plate on the side away from the first structural component, and a second reinforcing angle plate is connected at the connection between the connecting plate and the support pile.

[0011] Furthermore, the support pile adopts a rectangular cylindrical structure, and the four side facades of the support pile are provided with window structures. The butt plate, the first reinforcing corner plate, the reinforcing rib, the connecting plate and the second reinforcing corner plate are all arranged in a ring array around the support pile as the center on the four edges of the support pile.

[0012] Furthermore, the first reinforcing angle plates are arranged equidistantly at the angle between the support pile and the connecting plate, and there are five sets of them; the second reinforcing angle plates are arranged equidistantly at the angle between the connecting plate and the connecting plate, and there are three sets of them.

[0013] Furthermore, the support pile, support base, connecting plate, first reinforcing angle plate, reinforcing rib, connecting plate and second reinforcing angle plate are welded together and combined with each other, and the structural dimensions of the second opening and the first opening are matched.

[0014] This utility model provides a type B liquid tank pressure-bearing epoxy cast wood structure, which has the following beneficial effects:

[0015] 1. This utility model, due to the use of prefabricated angle steel in the main bodies of the first and second structural components, can reduce waste in prefabrication and welding, thereby reducing production costs to a certain extent and achieving cost savings. It also helps control and improve pre-assembly time. Furthermore, the innovative and optimized design, compared to the prefabricated and welded connection of epoxy blocks in the 7000TUE and 16000TEU projects, provides a better fit to the structure, thus improving overall production efficiency. The second structural component utilizes second support plates on four sides, which, in conjunction with bolts, allow for quick docking and fixing with the first structural component. The connecting plates, also in conjunction with bolts, enable rapid connection and combination with other structures, ensuring sufficient connection strength and structural stability. Moreover, the flexible assembly and installation of the structures facilitates operation by construction personnel, further improving construction efficiency.

[0016] 2. This utility model, by arranging a second reinforcing plate between the first and second supporting plates, and symmetrically arranging side plates on both sides of the first and second supporting plates, ensures the stability of the connection between the first and second supporting plates and the supporting base plate, as well as the structural support in the vertical direction. The structure of the first and second plates ensures the structural stability of the first and second supporting plates in the horizontal direction, minimizing structural deformation during welding or use. In addition, by setting a first reinforcing angle plate at the angle between the supporting pile and the connecting plate, and a second reinforcing angle plate at the angle between the connecting plate and the connecting plate, the structural strength between the supporting pile and the second supporting plate and the connecting plate is ensured. Furthermore, by setting reinforcing ribs on the four side surfaces of the supporting pile, the entire second structural component has sufficient structural support and strength, ensuring both structural stability during processing and the service life of the device itself. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the main body of a type B liquid tank pressure-bearing wood epoxy casting structure according to the present invention;

[0018] Figure 2 This is a schematic diagram of the main body of a type B liquid tank pressure-bearing wood epoxy casting structure according to the present invention;

[0019] Figure 3 This is a three-dimensional structural diagram of the first structural component of a type B liquid tank pressure-bearing wood epoxy casting structure according to the present invention.

[0020] Figure 4 This is a three-dimensional structural diagram of the second structural component of a type B liquid tank pressure-bearing epoxy casting structure according to the present invention.

[0021] In the diagram: 1. First structural component; 101. Support base plate; 102. First opening; 103. First support plate; 104. Second support plate; 105. First reinforcing support plate; 106. Second reinforcing support plate; 107. First strip plate; 108. Second strip plate; 109. Side plate; 2. Second structural component; 201. Support pile; 202. Support base; 203. Second opening; 204. Butt joint plate; 205. First reinforcing corner plate; 206. Reinforcing rib; 207. Connecting plate; 208. Second reinforcing corner plate. Detailed Implementation

[0022] The embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples. The following examples are for illustrative purposes only and should not be construed as limiting the scope of this utility model.

[0023] like Figures 1 to 4As shown, a type B liquid tank pressure-bearing epoxy cast wood structure includes a first structural component 1 and a second structural component 2. The second structural component 2 is located at the bottom center of the first structural component 1, and the second structural component 2 and the first structural component 1 are arranged in a split structure. The main bodies of the first structural component 1 and the second structural component 2 are constructed using angle steel structures. The first structural component 1 includes a supporting base plate 101, a first opening 102, a first supporting plate 103, a second supporting plate 104, a first reinforcing support plate 105, a second reinforcing support plate 106, a first strip plate 107, a second strip plate 108, and a side plate 109. The first opening 102 is located in the middle section of the supporting base plate 101. 02, and a first support plate 103 is provided on one side surface of the support base plate 101, and a second support plate 104 is provided on the side of the first support plate 103 away from the first opening 102, and a first reinforcing support plate 105 is connected to the side surface of the second support plate 104 near the first opening 102. A second reinforcing support plate 106 connects the first support plate 103 and the second support plate 104. A first strip plate 107 is connected to the top of the first support plate 103, and a second strip plate 108 is connected to the top of the second support plate 104. Side plates 109 are connected to both sides of the first support plate 103 and the second support plate 104. The base plate 101, first support plate 103, second support plate 104, first reinforcing support plate 105, second reinforcing support plate 106, first strip plate 107, second strip plate 108, and side plate 109 are welded together. The first support plate 103 is vertically disposed in the middle of one side surface of the base plate 101 and is located on the left and right sides of the first opening 102. The first reinforcing support plates 105 are equidistantly arranged on the side of the first support plate 103 near the vertical central axis of the base plate 101, and there are three sets of them. The second reinforcing support plates 106 are equidistantly arranged laterally on the first support plate 103 and the second support plate 109. Three sets are arranged between 4. The first plate 107 and the second plate 108 are connected to the first support plate 103 and the second support plate 104 in a "T" shape. The side plate 109 is connected to the first support plate 103 and the second support plate 104 in an enclosing structure. Since the second structural member 2 uses the second support plate 104 on the four sides, with the use of bolts, the second structural member 2 and the first structural member 1 can be quickly connected and fixed. The connecting plate 207 with bolts can be quickly connected and combined with other structures, ensuring sufficient connection firmness and structural stability.

[0024] like Figures 1 to 4As shown, the second structural component 2 includes a support pile 201, a support base 202, a second opening 203, a connecting plate 204, a first reinforcing angle plate 205, a reinforcing rib 206, a connecting plate 207, and a second reinforcing angle plate 208. The support pile 201 is connected to the support base 202 at one end near the first structural component 1, and the support base 202 has a central opening. The supporting pile 201 is connected to the connecting plate 204 around its perimeter, and the first reinforcing angle plate 205 is provided at the connection between the connecting plate 204 and the supporting pile 201. The connecting plate 204... A reinforcing rib 206 is provided on the side away from the first structural member 1. A connecting plate 207 is connected to the side of the support pile 201 away from the first structural member 1, and a second reinforcing angle plate 208 is connected at the joint between the connecting plate 207 and the support pile 201. The support pile 201 adopts a rectangular cylindrical structure, and window structures are opened on the four side facades of the support pile 201. The connecting plate 204, the first reinforcing angle plate 205, the reinforcing rib 206, the connecting plate 207, and the second reinforcing angle plate 208 are all arranged in a circular array with the support pile 201 as the center. Five sets of first reinforcing angle plates 205 are equidistantly arranged at the angle between the support pile 201 and the butt plate 204 on the four edges of both ends of the support pile 201. Three sets of second reinforcing angle plates 208 are equidistantly arranged at the angle between the connecting plate 207 and the butt plate 204. The support pile 201, support base 202, butt plate 204, first reinforcing angle plates 205, reinforcing ribs 206, connecting plate 207 and second reinforcing angle plates 208 are welded together. The structural dimensions of the second opening 203 and the first opening 102 are... The dimensions are matched, and a second reinforcing support plate 106 is arranged between the first support plate 103 and the second support plate 104. At the same time, side plates 109 are symmetrically arranged on both sides of the first support plate 103 and the second support plate 104. This can ensure the stability of the connection between the first support plate 103 and the second support plate 104 and the support base plate 101, as well as the structural support in the vertical direction. The structural arrangement of the first plate 107 and the second plate 108 ensures the structural stability of the first support plate 103 and the second support plate 104 in the horizontal direction.

[0025] In summary, as Figures 1 to 4 As shown, the Type B liquid tank pressure-bearing epoxy cast wood structure is used by first connecting the first opening 102 in the middle of the support base plate 101 with the second opening 203 in the middle of the support base 202, and then using bolts to connect and fix it through the holes around the first opening 102 and the second opening 203. Then, the structure of the connecting plate 204 is used in conjunction with the bolts to achieve further structural fixation, thereby ensuring the stability of the connection between the first structural component 1 and the second structural component 2 and the structural firmness.

[0026] During use, the first reinforcing angle plate 205 provides structural reinforcement at the angle between the connecting plate 204 and the support pile 201, while the second reinforcing angle plate 208 provides reinforcement at the angle between the support pile 201 and the connecting plate 207. The second reinforcing support plate 106 is arranged between the first support plate 103 and the second support plate 104, and the side plates 109 are symmetrically arranged on both sides of the first support plate 103 and the second support plate 104. This structure ensures the stability of the connection between the first support plate 103 and the second support plate 104 and the support base plate 101, as well as the structural support in the vertical direction. The structure of the first plate 107 and the second plate 108 ensures the structural stability of the first support plate 103 and the second support plate 104 in the horizontal direction.

[0027] The embodiments of this utility model are given for illustrative and descriptive purposes only, and are not intended to be exhaustive or to limit the utility model to the forms disclosed. Many modifications and variations will be apparent to those skilled in the art. The embodiments were chosen and described in order to better illustrate the principles and practical applications of this utility model, and to enable those skilled in the art to understand this utility model and design various embodiments with various modifications suitable for a particular purpose.

Claims

1. A type B liquid tank pressure-bearing epoxy cast wood structure, comprising a first structural component (1) and a second structural component (2), characterized in that: A second structural member (2) is provided at the bottom center of the first structural member (1), and the second structural member (2) and the first structural member (1) are arranged in a split structure. The main bodies of the first structural member (1) and the second structural member (2) are set with angle steel structure. The first structural member (1) includes a supporting base plate (101), a first opening (102), a first supporting plate (103), a second supporting plate (104), a first reinforcing support plate (105), a second reinforcing support plate (106), a first strip plate (107), a second strip plate (108), and a side plate (109). The supporting base plate (101) has a first opening (102) in the middle section, and one side of the supporting base plate (101) has a first opening (102). A first support plate (103) is provided on the surface, and a second support plate (104) is provided on the side of the first support plate (103) away from the first opening (102). A first reinforcing support plate (105) is connected to the surface of the second support plate (104) near the first opening (102). A second reinforcing support plate (106) is connected between the first support plate (103) and the second support plate (104). A first strip plate (107) is connected to the top of the first support plate (103), and a second strip plate (108) is connected to the top of the second support plate (104). Side plates (109) are connected to both sides of the first support plate (103) and the second support plate (104).

2. The pressure-bearing epoxy-cast wood structure for a type B liquid tank according to claim 1, characterized in that, The supporting base plate (101), the first supporting plate (103), the second supporting plate (104), the first reinforcing support plate (105), the second reinforcing support plate (106), the first strip plate (107), the second strip plate (108), and the side plate (109) are connected to each other by welding. The first supporting plate (103) is vertically arranged in the middle of one side surface of the supporting base plate (101) and is located on the left and right sides of the first opening (102).

3. The pressure-bearing epoxy-cast wood structure for a type B liquid tank according to claim 1, characterized in that, The first reinforcing support plate (105) is arranged at equal intervals on one side of the first support plate (103) near the vertical central axis of the support base plate (101) and there are three sets there there. The second reinforcing support plate (106) is arranged at equal intervals in the transverse direction between the first support plate (103) and the second support plate (104) and there are three sets there there.

4. The pressure-bearing epoxy-cast wood structure for a type B liquid tank according to claim 1, characterized in that, The first plate (107) and the second plate (108) are connected to the first support plate (103) and the second support plate (104) in a "T"-shaped structure, and the side plate (109) is connected to the first support plate (103) and the second support plate (104) in an enclosing structure.

5. The pressure-bearing epoxy-cast wood structure for a type B liquid tank according to claim 1, characterized in that, The second structural member (2) includes a support pile (201), a support base (202), a second opening (203), a connecting plate (204), a first reinforcing angle plate (205), a reinforcing rib (206), a connecting plate (207), and a second reinforcing angle plate (208). The support pile (201) has a support base (202) connected to one end surface near the first structural member (1), and the support base (202) has a support seat (202) in the middle. Furthermore, the support pile (201)... A connecting plate (204) is connected to the four edges, and a first reinforcing angle plate (205) is provided at the joint between the connecting plate (204) and the support pile (201). Meanwhile, a reinforcing rib (206) is provided on the side of the connecting plate (204) away from the first structural member (1). A connecting plate (207) is connected to the side of the support pile (201) away from the first structural member (1), and a second reinforcing angle plate (208) is connected at the joint between the connecting plate (207) and the support pile (201).

6. The pressure-bearing epoxy cast wood structure for a type B liquid tank according to claim 5, characterized in that, The support pile (201) adopts a rectangular cylindrical structure, and the four side facades of the support pile (201) are provided with window structures. The connecting plate (204), the first reinforcing corner plate (205), the reinforcing rib (206), the connecting plate (207), and the second reinforcing corner plate (208) are all arranged in a ring array with the support pile (201) as the center on the four edges of both ends of the support pile (201).

7. The pressure-bearing epoxy cast wood structure for a type B liquid tank according to claim 5, characterized in that, The first reinforcing angle plate (205) is arranged at equal intervals at the angle between the support pile (201) and the connecting plate (204) and there are five sets thereof. The second reinforcing angle plate (208) is arranged at equal intervals at the angle between the connecting plate (207) and the connecting plate (204) and there are three sets thereof.

8. The pressure-bearing epoxy cast wood structure for a type B liquid tank according to claim 5, characterized in that, The support pile (201), support base (202), connecting plate (204), first reinforcing angle plate (205), reinforcing rib (206), connecting plate (207) and second reinforcing angle plate (208) are welded together and combined with each other. The structural dimensions of the second opening (203) and the first opening (102) are matched.

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