CN216716953U - Cylindrical wall structure with interlocking cantilever support - Google Patents
Cylindrical wall structure with interlocking cantilever support Download PDFInfo
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- CN216716953U CN216716953U CN202123115454.8U CN202123115454U CN216716953U CN 216716953 U CN216716953 U CN 216716953U CN 202123115454 U CN202123115454 U CN 202123115454U CN 216716953 U CN216716953 U CN 216716953U
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Abstract
The utility model relates to a cylindrical wall structure with an interlocking cantilever support, which comprises an annular masonry A, an annular masonry B, an annular inclined support, refractory mortar and a heat insulating material. The beneficial effects are as follows: the utility model discloses a device sets up two sections about divideing into its wall body in the centre of drum type shaft kiln, with the reasonable effectual transfer of the weight load of upper segment wall body to the kiln shell for the hypomere wall body does not receive the influence of upper segment wall body gravity and frictional force, can solve the kiln and rise to the temperature and stop kiln cooling process because cold and hot change easily leads to hypomere wall body fracture broken problem of collapsing even, effectively prolongs kiln life-span, simple structure, construction convenience.
Description
Technical Field
The utility model relates to the technical field of furnace equipment, in particular to a cylindrical wall structure with an interlocking cantilever support.
Background
The cylindrical shaft kiln is a common thermal kiln device, and lining bricks for a wall body mostly adopt common wedge-shaped bricks, and are built layer by layer from the bottom to the top in a ring building mode. In the production process, materials in the kiln move from top to bottom to be in close contact with the brick wall, and a large vertical downward friction force is generated on the brick wall in the process. The brick wall structure can meet the stability requirement of a kiln body under the common condition, but under some special working conditions, such as the heating process of a kiln and the cooling process of a kiln stopping, the brick wall can contract and expand due to the obvious change of cold and heat, and a larger deformation space is particularly needed in the vertical direction. In addition, with the development of large-scale kilns in recent years, the height of the shaft kiln is higher and higher, and the weight of the upper brick wall is heavier, so that the weight load borne by the lower brick wall is increased more and more, and the cracking damage phenomenon is more and more practical.
In a double-chamber shaft kiln commonly used in the field of lime calcination, an annular inclined strut structure with a triangular cross section is usually designed at a wall body of a calcination zone, and two layers of annular brickworks are matched, so that theoretically, the load of a brick wall on the upper part of the structure can be transferred to a kiln shell, and the brick wall on the lower part is not influenced by the gravity and the friction force of the brick wall on the upper part. But this structure still has certain problem in the actual production, wherein the most leading problem is between two-layer annular brickwork and between annular brickwork and the annular bracing smooth inclined plane contact, only rely on the squeezing action between the lining brick to keep stable, after receiving the influence of expend with heat and contract with cold phenomenon, this two-layer annular brickwork still takes place the fracture very easily, lead to the displacement of individual lining brick, warp or directly drop, the original stable structure of annular brickwork suffers serious damage this moment, the annular brickwork sinks probably to transmit upper portion brick wall load for lower part brick wall again after the displacement, can lead to the wall body large tracts of land to collapse even when serious.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects of the prior art, the utility model provides a cylindrical wall structure with an interlocking cantilever support, which is arranged in the middle of a cylindrical shaft kiln to divide the wall into an upper section and a lower section, and the weight load of the upper section of the wall is reasonably and effectively transferred onto a kiln shell, so that the lower section of the wall is not influenced by the gravity and the friction force of the upper section of the wall, the problem that the lower section of the wall is cracked, broken and even collapsed easily due to the change of cold and heat in the processes of heating and cooling of the kiln, the service life of the kiln body is effectively prolonged, the structure is simple, and the construction is convenient.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a cylindrical wall structure with an interlocking cantilever support comprises an annular masonry A, an annular masonry B, an annular inclined support, refractory slurry and a heat insulating material, and is characterized in that the annular masonry A is formed by building arch-top bricks in an annular array mode, wherein a groove is formed in the upper surface of a brick body A of each arch-top brick, and a lock catch structure A is arranged at the lower left corner of the brick body A of each arch-top brick; the annular masonry B is formed by building arch foot bricks in an annular array mode, wherein a lock catch structure B is arranged at the upper right corner of a brick body B of each arch foot brick; the annular masonry A is laid above the inner side of the annular masonry B in an inclined mode, the annular masonry A is in contact locking with the locking structure B through the locking structure A, and the gap is filled with refractory slurry; the annular inclined strut consists of an annular steel plate A and an annular steel plate B, wherein the annular steel plate B is horizontally arranged and is welded and fixed with the inner surface of the kiln shell, the annular steel plate A and the annular steel plate B are obliquely arranged at a certain included angle, one end of the annular steel plate A is welded and fixed with the inner surface of the kiln shell, and the other end of the annular steel plate A is lapped and welded and fixed with the annular steel plate B; the annular inclined strut is arranged at the inclined lower part close to the outer side of the annular masonry B, and heat insulation materials are filled between the annular inclined strut and the annular masonry B; the annular masonry A, the annular masonry B and the annular inclined strut are combined to form an overhanging support.
Hasp structure A that annular brickwork A was equipped with and hasp structure B that annular brickwork B was equipped with are equipped with the locked groove and the lock tooth of matching the design.
The included angle between the annular steel plate A and the annular steel plate B is the same as the included angle between the inclined plane arranged at the left lower part of the arch springing brick and the horizontal included angle, namely, the inclined plane of the annular steel plate A is parallel to the inclined plane at the left lower part of the arch springing brick.
The annular steel plate B is in contact with the lower surface of the annular masonry B from the upper surface of the part which is overhung inwards at the lap joint position with the annular steel plate A.
The cantilever support is arranged in the middle of the kiln shell wall body and divides the kiln shell wall body into an upper section wall body and a lower section wall body, an expansion joint is arranged between the upper section wall body and the lower section wall body, and refractory fiber cotton is filled in the expansion joint.
And the annular masonry A and the annular masonry B are constructed in a staggered joint pressing mode.
The groove on the arch crown brick of the annular masonry A is matched with the boss of the refractory brick of the upper section wall body, and the groove and the boss are fixed in an embedding mode.
Compared with the prior art, the utility model has the beneficial effects that:
1) the wall structure divides the cylindrical shaft kiln wall into an upper section and a lower section, and can effectively transfer the load of the upper section of the wall to steel structures such as a kiln shell and the like, so that the lower section of the wall is not influenced by the gravity and the friction force of the upper section of the wall; meanwhile, an expansion joint with a certain thickness can be reserved at the top of the lower section of brick wall, so that the lower section of brick wall has enough space to contract and expand and is not easy to crack in the processes of heating the kiln and cooling by stopping the kiln;
2) the bottom steel plate of the annular inclined strut in the wall structure is cantilevered for a certain distance, so that the annular masonry can be supported, especially for the lower-layer masonry, the axial displacement of the lower-layer masonry is limited, and the lining bricks can be prevented from falling off or displacing even if the annular masonry cracks due to expansion caused by heat and contraction caused by cold;
3) the lining bricks used by the annular masonry in the wall structure are provided with the lock catch structures, the position of the annular masonry is limited due to the meshing of the lock grooves and the lock teeth, and particularly for the upper-layer masonry, the axial and radial displacement of the annular masonry can be effectively prevented;
4) the wall structure has wide application range, is suitable for all cylindrical shaft kilns, can adjust the size and the thickness according to the specification and the size of a kiln body, has a simple structure and is convenient to construct.
Drawings
FIG. 1 is a schematic diagram of the structural principle of the present invention;
FIG. 2 is an enlarged view of a portion of the structure of FIG. 1;
FIG. 3 is a schematic illustration of the three-dimensional cross-sectional structure of the present invention;
fig. 4 is a schematic three-dimensional structure of the crown brick of the present invention.
Fig. 5 is a schematic three-dimensional structure of the arch springing brick of the present invention.
In the figure: 1-annular masonry A11-brick body A12-groove 13-lock catch structure A2-annular masonry B21-brick body B22-lock catch structure B3-annular inclined strut 31-annular steel plate A32-annular steel plate B4-lock groove 5-lock tooth 6-refractory mortar 7-heat insulation material 8-refractory fiber cotton 9-kiln shell 101-upper wall 102-lower wall
Detailed Description
The following further describes embodiments of the present invention with reference to the accompanying drawings:
as shown in fig. 1-5, the cylindrical wall structure with the interlocking cantilever support comprises an annular masonry A1, an annular masonry B2, an annular inclined strut 3, refractory mortar 6 and a heat insulating material 7, wherein the annular masonry A1 is formed by laying arch-roof bricks in an annular array, a groove 12 is formed in the upper surface of an arch-roof brick body A11, and a lock catch structure A13 is arranged at the lower left corner of the arch-roof brick body A11; the annular masonry B2 is formed by building arch foot bricks in an annular array mode, wherein a lock catch structure B22 is arranged at the upper right corner of a brick body B21 of each arch foot brick; the annular masonry A1 is paved above the inner side of the annular masonry B2, the annular masonry A1 is in contact locking with the locking structure B22 through the locking structure A13, and the gap is filled with refractory slurry 6; the annular inclined strut 3 consists of an annular steel plate A31 and an annular steel plate B32, wherein the annular steel plate B32 is horizontally arranged and is welded and fixed with the inner surface of the kiln shell 9, the annular steel plate A31 and the annular steel plate B32 are obliquely arranged at a certain included angle, one end of the annular steel plate A31 is welded and fixed with the inner surface of the kiln shell 9, and the other end of the annular steel plate A31 is lapped and welded and fixed with the annular steel plate B32 to form an overhanging support; the annular inclined struts 3 are arranged at the outer oblique lower parts of the annular brickworks B2 (the annular inclined struts 3 support the annular brickworks B2), and heat insulation materials 7 are filled between the annular inclined struts 3; the annular masonry A1, the annular masonry B2 and the annular inclined strut 3 are combined to form an overhanging support.
The locking structure A13 that annular brickwork A1 was equipped with is equipped with the locked groove 4 and the lock tooth 5 of matching the design with the locking structure B22 that annular brickwork B2 was equipped with, and two adjacent vault bricks and hunch foot brick are locked mutually through the cooperation of locked groove 4 and lock tooth 5, and the restriction is radial and axial degree of freedom.
The included angle between the annular steel plate A31 and the annular steel plate B32 is the same as the included angle between the inclined plane arranged at the left lower part of the arch springing brick and the horizontal plane, namely the inclined plane of the annular steel plate A31 is parallel to the inclined plane at the left lower part of the arch springing brick.
The annular steel plate B32 is in contact with the lower surface of the annular masonry B2 from the upper surface of the part which is overlapped with the annular steel plate A31 and cantilevered inwards.
The cantilever support is arranged in the middle of the wall body of the kiln shell 9, the wall body of the kiln shell is divided into an upper section wall body 101 and a lower section wall body 102, an expansion joint is arranged between the upper section wall body and the lower section wall body, refractory fiber cotton 8 is filled in the expansion joint, and the expansion joint is used for eliminating the influence of expansion and contraction on refractory bricks of the upper section wall body 101 and the lower section wall body 102.
The annular masonry A1 and the annular masonry B2 are constructed in a staggered pressure joint mode.
The groove 12 on the arch top brick of the annular masonry A1 is matched with the refractory brick boss of the upper section wall 10, and the groove and the refractory brick boss are fixed in an embedding mode, so that the radial freedom degree of two adjacent bricks is limited, and the stability of the upper section bottom wall is ensured.
Furthermore, the top view of the arch crown brick and the top view of the arch foot brick can be isosceles trapezoids or similar shapes, so long as the splicing of a plurality of refractory bricks can form an annular structure.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (6)
1. A cylindrical wall structure with an interlocking cantilever support comprises an annular masonry A, an annular masonry B, an annular inclined support, refractory slurry and a heat insulating material, and is characterized in that the annular masonry A is formed by building arch-top bricks in an annular array mode, wherein a groove is formed in the upper surface of a brick body A of each arch-top brick, and a lock catch structure A is arranged at the lower left corner of the brick body A; the annular masonry B is formed by building arch foot bricks in an annular array mode, wherein a lock catch structure B is arranged at the upper right corner of a brick body B of each arch foot brick; the annular masonry A is laid above the inner side of the annular masonry B in an inclined mode, the annular masonry A is in contact locking with the locking structure B through the locking structure A, and the gap is filled with refractory slurry; the annular inclined strut consists of an annular steel plate A and an annular steel plate B, wherein the annular steel plate B is horizontally arranged and is welded and fixed with the inner surface of the kiln shell, the annular steel plate A and the annular steel plate B are obliquely arranged at a certain included angle, one end of the annular steel plate A is welded and fixed with the inner surface of the kiln shell, and the other end of the annular steel plate A is lapped and welded and fixed with the annular steel plate B; the annular inclined strut is arranged on the inclined lower portion, close to the outer side, of the annular masonry B, and heat insulation materials are filled between the annular inclined strut and the annular masonry B.
2. The cylindrical wall structure with the interlocking cantilever support according to claim 1, wherein the locking structure A arranged on the annular masonry A and the locking structure B arranged on the annular masonry B are provided with locking grooves and locking teeth which are designed in a matching manner.
3. The cylindrical wall structure with the interlocking cantilever support of claim 1, wherein the included angle between the annular steel plate A and the annular steel plate B is the same as the included angle between the inclined plane arranged at the left lower part of the arch springing brick and the horizontal plane, i.e. the inclined plane of the annular steel plate A is parallel to the inclined plane at the left lower part of the arch springing brick.
4. The cylindrical wall structure with the interlocking cantilever support of claim 1, wherein the annular steel plate B is in contact with the lower surface of the annular masonry B from the position overlapping with the annular steel plate A to the upper surface of the inward cantilever part.
5. The cylindrical wall structure with the interlocking cantilever support according to claim 1, wherein the annular masonry A and the annular masonry B are constructed in a staggered pressure joint manner.
6. The cylindrical wall structure with the interlocking cantilever support of claim 1, wherein the groove on the arch top brick of the annular masonry A is matched with the boss of the refractory brick of the upper section wall, and the groove and the boss are fixed in an embedding manner.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202123115454.8U CN216716953U (en) | 2021-12-13 | 2021-12-13 | Cylindrical wall structure with interlocking cantilever support |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202123115454.8U CN216716953U (en) | 2021-12-13 | 2021-12-13 | Cylindrical wall structure with interlocking cantilever support |
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| CN216716953U true CN216716953U (en) | 2022-06-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114322535A (en) * | 2021-12-13 | 2022-04-12 | 中冶焦耐(大连)工程技术有限公司 | Cylindrical wall structure with interlocking cantilever support |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114322535A (en) * | 2021-12-13 | 2022-04-12 | 中冶焦耐(大连)工程技术有限公司 | Cylindrical wall structure with interlocking cantilever support |
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