A modular dome for glass furnace masonry

Through the design of the modular base structure, the problems of low precision and resource waste of wooden and iron bases in the construction of glass kilns are solved, and high-precision, adjustable base modular construction is achieved, which can adapt to various kiln specifications and improve resource utilization and construction efficiency.

CN110986592BActive Publication Date: 2025-10-17BENGBU CHINA OPTOELECTRONIC TECH CO LTD
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Patent Information

Application Number
CN201911377474.7
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2019-12-27
Publication Date
2025-10-17
Estimated Expiration
2039-12-27

AI Technical Summary

Technical Problem

The existing wooden and iron bases in glass kiln masonry have problems such as low precision, non-reusability, long production cycle, and serious waste of resources, which makes it difficult to meet the masonry requirements of kilns of different specifications.

Method used

The modular tyre structure is adopted, including components such as support base, mobile base, scaffolding and lifting top plate. The tyre module can be adjusted and fixed through bolt holes, rollers and positioning pins to ensure accuracy and repeatability.

Benefits of technology

It realizes high-precision adjustment and reuse of the kiln base, adapts to different kiln specifications, reduces resource waste, and improves the efficiency and quality of kiln construction.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application discloses a modular arch formwork for glass kiln masonry, which comprises a modular arch formwork composed of a plurality of arch formwork modules, the arch formwork module comprises a supporting base and a moving base, a scaffold is arranged between the supporting base and the moving base, a lifting top plate in contact with arch bricks is arranged on the supporting base, the lower surface of the arch brick is in close contact with the upper surface of the lifting top plate, and a roller is arranged under the moving base, and the scaffold is composed of steel pipes; the arch formwork is easy to assemble and disassemble, is convenient to obtain materials, and has high resource utilization rate.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of glass production, in particular to a modular arch form for glass furnace masonry. BACKGROUND

[0002] China is a big country of glass production, in order to ensure the glass production, every year will demolish a lot of service life of glass furnace, also will build a lot of different specifications, different types of furnace. Glass furnace is the heart of glass industry production, is the key thermal equipment in engineering construction; and the big arch is a very important part of the structure of the furnace.

[0003] The arch form is an essential tool for masonry of the big arch of the furnace, which provides an arch-shaped support for the masonry of the big arch bricks. The big arch has strict requirements for the gap between adjacent rows and the brick joints between the same row of bricks during the masonry process. The poor precision of the arch form will result in the failure to guarantee the overall size of the big arch, and a large amount of refractory ramming material needs to be used to fill and repair the brick joints. However, the large amount of use of the refractory ramming material will cause fast erosion, shorten the service life of the furnace, and in severe cases, the big arch may collapse. In addition, during the erosion process of the big arch, the falling materials will fall into the glass liquid, affecting the quality of the glass.

[0004] Currently, there are mainly two types of arch forms: wooden arch form and iron arch form.

[0005] The wooden arch form is made of wood to form an arch membrane that meets the design arc of the glass. It is usually made in place within the coverage range of the big arch. The disadvantages of the wooden arch form are: ① low precision of the arch form; ② cannot be reused; ③ long production cycle; ④ after the completion of the masonry of the big arch, the arch form is difficult to remove; ⑤ serious waste of wood.

[0006] The iron arch form is a pre-made iron arch membrane that meets the design arc of the glass. During the construction process, the iron arch form is moved to the next section after the completion of the masonry of the section. The advantages of the iron arch form are high precision of the arch form, short production cycle, and easy to remove. However, the disadvantages are: ① during the construction process, the precision of the arch form deviates and is not easy to adjust; ② cannot be used in the masonry of different specifications of furnaces; ③ the narrow use range of the prepared arch form leads to idle and waste of iron resources. Therefore, it is particularly important to solve this problem. SUMMARY

[0007] In view of the above problems, the present application provides a modular arch form for glass furnace masonry, which is easy to assemble and disassemble, convenient to obtain materials, and has high resource utilization rate.

[0008] In order to realize the above technical scheme, the application provides a module type arch block for glass kiln masonry, which comprises a plurality of arch block modules, the arch block module comprises a supporting base and a moving base, a scaffold is arranged between the supporting base and the moving base, a lifting top plate which is in contact with the arch bricks is arranged on the supporting base, the lower surface of the arch brick is in close contact with the upper surface of the lifting top plate, a roller is arranged under the moving base, and the scaffold is composed of steel pipes.

[0009] Further improvement lies in that horizontal connecting plates are connected between the lifting top plates on the supporting bases of adjacent arch block modules.

[0010] Further improvement lies in that the main body of the supporting base is a U-shaped channel steel plate, a plurality of bolt holes are uniformly arranged in the middle of the bottom of the U-shaped channel steel plate, steel plates are welded at both ends of the U-shaped channel steel plate, and reinforcing ribs for fixing the steel pipes are arranged on the surface of the steel plates.

[0011] Further improvement lies in that the lower surface of the lifting top plate is provided with supporting pads, the height and number of the supporting pads are arranged according to the installation requirements of the arch bricks, and the supporting pads are made of channel steel.

[0012] Further improvement lies in that bolt holes are arranged on the supporting pads so as to be fixed on the supporting bases and the connecting plates.

[0013] Further improvement lies in that supporting frames for fixing lifting rods are symmetrically arranged at the left and right ends of the lower end of the lifting top plate, positioning holes and rotating shaft holes are arranged on the supporting frames, the lifting rods are rotated on the supporting frames through rotating shafts, and the lifting rods are fixed through positioning pins.

[0014] The application has the advantages that the number of arch block modules can be determined according to the width of the kiln, the arch block modules are connected and fixed through the connecting blocks and the scaffold, the height and angle of each lifting top plate can be adjusted according to the designed curvature and height of different parts of the large arch, the height and angle of each lifting top plate can be adjusted, and the precision of the arch block can be ensured through the correction of the level and the angle meter after the adjustment, the module type arch block assembled by the arch block modules can meet the masonry requirements of kilns of various specifications, has high precision, high standardization degree, can be repeatedly used, and has high resource utilization rate. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 The figure is a structural schematic view of the application.

[0016] Figure 2 The figures are front and back views of the supporting base of the application.

[0017] Figure 3 The figure is a structural view of the supporting pad of the application.

[0018] Figure 4 It is a structural diagram of the connecting plate of the present invention.

[0019] Figure 5 It is a structural diagram of the lifting top plate of the present invention.

[0020] Figure 6 It is an installation diagram of the lifting top plate of the present invention.

[0021] Among them: 1. Support base; 2. Mobile base; 3. Scaffolding; 4. Brick; 5. Lifting top plate; 6. Roller; 7. Steel pipe; 8. Connecting plate; 9. Spacer; 111. U-shaped channel steel plate; 112. Bolt hole; 113. Steel plate; 114. Reinforcement rib; 511. Lifting rod; 512. Bracket; 513. Positioning hole; 514. Shaft hole; 515. Shaft; 516. Positioning pin. DETAILED DESCRIPTION

[0022] In order to deepen the understanding of the present invention, the present invention will be further described in detail below with reference to the examples. The examples are only used to explain the present invention and do not constitute a limitation on the scope of protection of the present invention.

[0023] according to Figures 1-6 As shown, this embodiment provides a modular base for glass furnace masonry, including a modular base composed of several base modules, the base module including a supporting base 1 and a movable base 2, a scaffolding 3 is set up between the supporting base 1 and the movable base 2 for fixation, the supporting base 1 is provided with a lifting top plate 5 in contact with the base brick 4, the lower surface of the base brick 4 is in contact with the upper surface of the lifting top plate 5, a roller 6 is provided under the movable base 2, and the scaffolding 3 is composed of a steel pipe 7.

[0024] A horizontal connecting plate 8 is connected between the lifting top plates 5 on the support bases of adjacent tread modules. The main body of the support base 1 is a U-shaped channel steel plate 111. A number of bolt holes 112 are evenly arranged in the middle of the bottom of the U-shaped channel steel plate 111 for installing the lifting rod. At the same time, steel plates 113 are welded at both ends of the U-shaped channel steel plate 111. Reinforcement ribs 114 for fixing the steel pipe 7 are provided on the surface of the steel plate 113. Pads 9 are provided under the lifting top plate 5 for support. The height and number of the pads 9 are set according to the installation requirements of the tread 4. The pads 9 are made of channel steel. Bolt holes 112 are provided on the pads 9 to facilitate fixing to the support base and the connecting plate. The lower end of the lifting top plate 5 is symmetrically provided with a bracket 512 for fixing the lifting rod 511, and a positioning hole 513 and a shaft hole 514 are provided on the bracket 512. The lifting rod 511 rotates on the bracket 512 through the shaft 515 and is fixed by a positioning pin 516.

[0025] In this embodiment, the scaffold 3 is assembled by steel pipes (such as φ48.3x3.6mm steel pipes) and fasteners commonly used on construction sites, and the scaffold can be inserted into the mobile base.

[0026] The support base 1 is made of a common U-shaped channel steel plate 111 (such as a 16#A channel steel) as the main body, and several steel plates 113 (such as 0.65mm thick steel plates) are evenly welded on both ends of the U-shaped channel steel plate 111; a steel pipe 7 (such as a DN32 standard steel pipe) about 200mm long is vertically welded at the center of each steel plate 113, and a reinforcing rib 114 (the reinforcing rib has a larger diameter than the scaffold steel pipe, and the surface of the reinforcing rib is smooth) is welded at the bottom of the steel pipe 113.

[0027] The cushion block 9 is made of the above-mentioned type of channel steel as the main body. Steel plates (of the same type as the above-mentioned steel plates) are welded on both sides of the open end of the channel steel and on both sides of the leg of one end of the channel steel, and the size of the steel plates is the same as the waist height and leg width of the channel steel. Holes are drilled in each steel plate, and the hole spacing and hole diameter are the same as the bolt holes of the support base 1.

[0028] The connecting plate 8 is made of the above-mentioned type of channel steel as the main body. Steel plates (of the same type as the above-mentioned steel plates) are welded on both sides of the open end of the channel steel, and the size of the steel plates is the same as the waist height and leg width of the channel steel. Holes are drilled in each steel plate and on the centerline of the waist of the channel steel, and the hole spacing and hole diameter are the same as the bolt holes of the support base.

[0029] The lifting rod 511 is slightly smaller in diameter than the above-mentioned bolt holes and can freely pass through the bolt holes; one end of the lifting rod has a "U-shaped" slot, and the "U-shaped" slot has a rotating shaft hole and a positioning hole. The bracket and the lifting top plate are welded together and are made of the above-mentioned type of steel plate, and the width of the lifting top plate is the same as the waist height of the channel steel; the bracket has a rotating shaft hole and a plurality of positioning holes. The rotating shaft hole has a diameter matching the diameter of the rotating shaft, and the positioning hole has a diameter matching the diameter of the positioning pin. The smaller the waist height of the channel steel, the more the number of lifting top plates used, the more the number of positioning holes, and the higher the accuracy of the mold.

[0030] Before building the arch top, first lay a wooden board used on construction sites as the bottom on the bottom of the kiln pool.

[0031] The installation of each arch mold module is as follows:

[0032] On the mobile base 1, erect the scaffold 3 (the scaffold steel pipe length is same, the steel pipe 7 is divided into two columns; the steel pipe quantity of each column is same with the support base steel pipe quantity, the steel pipe center distance is same with the support base 1 steel pipe center distance; the steel pipe column center distance is same with the lifting top plate lifting rod 511 center distance), two support bases 1 are respectively inserted into two columns of scaffold holes.Lifting top plate 5 is transverse on two support bases 1, lifting rod 511 is inserted into the bolt hole of the support base 1 channel steel waist, and the lifting rod 511 is fixed on the support base 1 by adding bolts on both sides of the bolt hole; the lifting top plate 5 is sequentially installed in the support base 1 bolt hole.According to the curvature, height and lifting rod length designed for different parts of the large arch, the pad 9 can be appropriately installed when installing the lifting top plate (the pad is connected and fixed between the support base and the connecting block).

[0033] According to the width of the kiln, the number of arch mold modules is determined, and the arch mold modules are connected and fixed by connecting blocks and scaffolds.According to the curvature and height designed for different parts of the large arch, the height and angle of each lifting top plate are adjusted, and after adjustment, the level and angle instrument can be used for correction to ensure the accuracy of the arch mold.

[0034] The above shows and describes the basic principles, main features and advantages of the present application. Those skilled in the art should understand that the present application is not limited to the above examples, and the above examples and descriptions in the specification are only to illustrate the principles of the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A modular base for glass furnace masonry, comprising a modular base composed of a plurality of base modules, wherein the base module comprises a support base (1) and a movable base (2), a scaffold (3) is set up between the support base (1) and the movable base (2) for fixing, and characterized in that: The support base (1) is provided with a lifting top plate (5) in contact with the arch brick (4), the lower surface of the arch brick (4) is in contact with the upper surface of the lifting top plate (5), a roller (6) is provided below the movable base (2), and the scaffold (3) is composed of steel pipes (7); A horizontal connecting plate (8) is connected between the lifting top plates (5) on the support bases of adjacent tire modules; Pads (9) are provided below the lifting top plate (5) for support. The height and number of the pads (9) are set according to the installation requirements of the arch bricks (4). The pads (9) are made of channel steel. The lower end of the lifting top plate (5) is symmetrically provided with a bracket (512) for fixing the lifting rod (511), and a positioning hole (513) and a rotating shaft hole (514) are provided on the bracket (512). The lifting rod (511) rotates on the bracket (512) via the rotating shaft (515) and is fixed by a positioning pin (516); The main body of the support base (1) is a U-shaped groove steel plate (111), and a plurality of bolt holes (112) are evenly arranged in the middle of the bottom of the U-shaped groove steel plate (111). At the same time, steel plates (113) are welded at both ends of the U-shaped groove steel plate (111), and reinforcing ribs (114) for fixing the steel pipe (7) are arranged on the surface of the steel plate (113); Bolt holes (112) are provided on the pad (9) to facilitate fixing to the support base and the connecting plate.

Citation Information

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