CN218346931U - Unloading device for structure reinforcement of salt production workshop - Google Patents
Unloading device for structure reinforcement of salt production workshop Download PDFInfo
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- CN218346931U CN218346931U CN202221474713.8U CN202221474713U CN218346931U CN 218346931 U CN218346931 U CN 218346931U CN 202221474713 U CN202221474713 U CN 202221474713U CN 218346931 U CN218346931 U CN 218346931U
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- unloading device
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Abstract
The utility model discloses a reinforced (rfd) uninstallation device of salt manufacturing workshop structure, this uninstallation device aim at solving prior art's uninstallation device stability when buildding is not enough, is difficult to improve the technical problem of the stability when scaffold puts up the connection. The unloading device comprises a bottom plate and a first mounting block movably arranged above the bottom plate; the fixed scaffold that is provided with in upper end of bottom plate, the pole setting upper end fixed mounting of scaffold has the supporting shoe, the upper end fixed mounting of supporting shoe has first fixed plate, the upper end activity of first fixed plate is provided with H shaped steel, the upper end fixed mounting of H shaped steel has the second fixed plate, the upper end fixed mounting of second fixed plate has evenly distributed's pneumatic cylinder. The unloading device is provided with a reinforced structure of a cross structure formed by the scaffold upright stanchion and the cross rod, and the stability of the unloading device can be improved.
Description
Technical Field
The utility model belongs to the relevant auxiliary assembly field of salt manufacturing, concretely relates to reinforced (rfd) uninstallation device of salt manufacturing workshop structure.
Background
Salt works often need to be rebuilt and expanded, because the beam of the existing salt-making equipment needs to be reinforced by increasing the cross section, the beam needs to be unloaded before construction, and the unloading and reinforcing can not be stopped during production, so that the beam needs to be unloaded when the workshop structure is reinforced by utilizing an unloading device.
At present, two supports are generally required to be unloaded when the beam of a salt plant is unloaded, but the stability of the existing unloading device during construction is insufficient, the stability of the scaffold during connection is difficult to improve, and the stability needs to be further improved.
SUMMERY OF THE UTILITY MODEL
(1) Technical problem to be solved
Not enough to prior art, the utility model aims to provide a reinforced (rfd) uninstallation device of salt manufacturing workshop structure, this uninstallation device aim at solving current uninstallation device stability when buildding not enough, is difficult to improve the technical problem of the stability when scaffold puts up the connection.
(2) Technical scheme
In order to solve the technical problem, the utility model provides an unloading device for strengthening the structure of a salt production workshop, which comprises a bottom plate and a first mounting block movably arranged above the bottom plate; the fixed scaffold that is provided with in upper end of bottom plate, the pole setting upper end fixed mounting of scaffold has the supporting shoe, the upper end fixed mounting of supporting shoe has first fixed plate, the upper end activity of first fixed plate is provided with H shaped steel, the upper end fixed mounting of H shaped steel has the second fixed plate, the upper end fixed mounting of second fixed plate has evenly distributed's pneumatic cylinder, the telescopic link upper end fixed mounting of pneumatic cylinder has the loading board, the outer wall fixed mounting of first installation piece has the fixed block of symmetry.
When using this technical scheme's uninstallation device, with building the scaffold under the frame roof beam that needs the uninstallation, steel pipe scaffold pole setting interval 200mm, horizontal pole step 1200mm, fix the upper end at first fixed plate with H shaped steel, the upper end that finally makes the loading board is laminated mutually with the lower extreme of the roof beam that needs the dismantlement, after the manual dismantlement of frame roof beam, utilize the loading board to support the frame roof beam, place the cross structure department that the pole setting and the horizontal pole of scaffold become with the structure that first installation piece and fixed block become, stability when can improving the scaffold and place.
Preferably, the distance between the vertical rods of the scaffold is two hundred millimeters, and the distance between the cross rods of the scaffold is one thousand, two and hundred millimeters. The interval of scaffold pole setting is two hundred millimeters to and the setting of the horizontal pole interval one thousand two hundred millimeters of scaffold, do benefit to the stable installation of device.
Preferably, the first mounting block is a cross-shaped structure, the fixed blocks are divided into four fixed blocks, the upper ends of the fixed blocks and the upper ends of the first mounting blocks are located on the same plane, and the left end and the right end of each fixed block and the left end and the right end of each first mounting block are located on the same plane. The first mounting block is placed in a cross-shaped area at the intersection of the vertical rod and the cross rod of the scaffold, so that the four fixing blocks surround the cross-shaped area formed by the vertical rod and the cross rod, and the scaffold can be reinforced.
Preferably, the outer wall fixed mounting of fixed block has a first internal thread section of thick bamboo, the inner wall screw thread of a first internal thread section of thick bamboo installs first screw thread post, the length of first screw thread post is greater than the length of a first internal thread section of thick bamboo. The first threaded post is quickly mountable at the inner wall of the first internally threaded barrel by a threading action.
Preferably, the front end activity of first installation piece is provided with the second installation piece, the through-hole of seting up the symmetry is run through at both ends around the second installation piece, the inner wall of through-hole is laminated with the outer wall of first screw thread post mutually, the second internal thread section of thick bamboo is installed to the outer wall screw thread of first screw thread post. The second mounting block is placed on the outer walls of the two first threaded columns, and the second internal thread cylinder is installed on the outer walls of the first threaded columns in a threaded mode, so that the second mounting block can be fixed on the first mounting block.
Preferably, a first spiral groove is fixedly formed in the upper end of the first fixing plate, a second spiral groove is formed in the upper end and the lower end of the H-shaped steel in a penetrating mode, and a second threaded column is installed on the inner wall of the second spiral groove in a threaded mode. The second threaded stud may be mounted at an inner wall of the second groove by a screw action.
Preferably, the lower extreme of second screw thread post passes the second thread groove screw thread and installs in the inner wall of first thread groove, the outer wall fixed mounting of second screw thread post has solid fixed ring, gu fixed ring's lower extreme and the laminating of the lower extreme inner wall of H shaped steel mutually. Pass the second thread groove screw thread with the lower extreme of second screw thread post and install in the inner wall of first thread groove, can realize fixing H shaped steel fast in the upper end of first fixed plate.
(3) Advantageous effects
Compared with the prior art, the beneficial effects of the utility model reside in that: the scaffold is built with under the frame roof beam that needs the uninstallation, steel pipe scaffold pole setting interval 200mm, horizontal pole step 1200mm, fix H shaped steel in the upper end of first fixed plate, the upper end that finally makes the loading board is laminated with the lower extreme of the roof beam that needs the dismantlement mutually, after the manual dismantlement of frame roof beam, utilize the loading board to support the frame roof beam, can realize the uninstallation support to the frame roof beam, place the pole setting of scaffold and the cruciform structure department that the horizontal pole becomes with the structure that first installation piece and fixed block become, stability when can improving the scaffold and place, later install first screw thread post screw thread at the inner wall of first internal thread section of thick bamboo, place the outer wall department at two first screw thread posts with the second installation piece, install the outer wall department at first screw thread post with second internal thread section of thick bamboo screw thread, can realize fixing the second installation piece on first installation piece.
Drawings
Fig. 1 is a schematic perspective view of an unloading device according to an embodiment of the present invention;
fig. 2 is a schematic view of a three-dimensional split structure of a first mounting block, a second mounting block and a second internal thread cylinder of an embodiment of the unloading device of the present invention;
fig. 3 is an enlarged schematic structural diagram of a point a of an embodiment of the unloading device of the present invention.
The labels in the figures are: 1. a base plate; 2. a scaffold; 3. a support block; 4. a first fixing plate; 5. h-shaped steel; 6. a second fixing plate; 7. a hydraulic cylinder; 8. a carrier plate; 9. a first mounting block; 10. a fixed block; 11. a first internally threaded barrel; 12. a first threaded post; 13. a second mounting block; 14. a through hole; 15. a second internally threaded barrel; 16. a first screw groove; 17. a second screw groove; 18. a second threaded post; 19. and (4) fixing the ring.
Detailed Description
Example 1
The specific embodiment is an unloading device for structural reinforcement of a salt production workshop, the schematic three-dimensional structure of the unloading device is shown in fig. 1, the schematic three-dimensional split structure of a first mounting block 9, a second mounting block 13 and a second internal thread cylinder 15 is shown in fig. 2, and the unloading device comprises a bottom plate 1 and the first mounting block 9 movably arranged above the bottom plate 1; the scaffold comprises a bottom plate 1, a scaffold 2 is fixedly arranged at the upper end of the bottom plate 1, a supporting block 3 is fixedly arranged at the upper end of a vertical rod of the scaffold 2, a first fixing plate 4 is fixedly arranged at the upper end of the supporting block 3, H-shaped steel 5 is movably arranged at the upper end of the first fixing plate 4, a second fixing plate 6 is fixedly arranged at the upper end of the H-shaped steel 5, hydraulic cylinders 7 which are uniformly distributed are fixedly arranged at the upper end of the second fixing plate 6, a bearing plate 8 is fixedly arranged at the upper end of telescopic rods of the hydraulic cylinders 7, symmetrical fixing blocks 10 are fixedly arranged on the outer wall of a first mounting block 9, the distance between the vertical rods of the scaffold 2 is two hundred millimeters, and the distance between the cross rods of the scaffold 2 is one thousand two hundred millimeters.
In order to realize reinforcing scaffold 2, first installation piece 9 is "cross" style of calligraphy structure, fixed block 10 divide into four, the upper end of fixed block 10 is in the coplanar with the upper end of first installation piece 9, both ends are in the coplanar with the both ends about first installation piece 9 about fixed block 10, the outer wall fixed mounting of fixed block 10 has a first internal thread section of thick bamboo 11, first screw thread post 12 is installed to the inner wall screw thread of first internal thread section of thick bamboo 11, the length of first screw thread post 12 is greater than the length of a first internal thread section of thick bamboo 11, the front end activity of first installation piece 9 is provided with second installation piece 13, both ends run through and set up symmetrical through-hole 14 around second installation piece 13, the inner wall of through-hole 14 is laminated with the outer wall of first screw thread post 12, second internal thread section of thick bamboo 15 is installed to the outer wall screw thread of first screw thread post 12. The structure formed by the first mounting block 9 and the four fixing blocks 10 is placed at a cross-shaped structure formed by a vertical rod and a cross rod of the scaffold 2, the first threaded cylinders 12 are installed on the inner wall of the first internal threaded cylinder 11 in a threaded manner, the second mounting blocks 13 are placed on the outer walls of the two first threaded cylinders 12, the second internal threaded cylinders 15 are installed on the outer walls of the first threaded cylinders 12 in a threaded manner, the second mounting blocks 13 can be fixed at the front end of the first mounting block 9, the other second mounting block 13 and the other two second internal threaded cylinders 15 can be installed at the rear end of the first internal threaded cylinder 11 in the same manner, and the structure formed by the first mounting block 9 and the fixing blocks 10 is fixed in a cross-shaped area formed by the vertical rod and the cross rod of the scaffold 2.
In order to realize that the H-shaped steel 5 is quickly fixed at the upper end of the first fixing plate 4, a first thread groove 16 is fixedly formed in the upper end of the first fixing plate 4, second thread grooves 17 are formed in the upper end and the lower end of the H-shaped steel 5 in a penetrating manner, second thread columns 18 are installed on the inner walls of the second thread grooves 17 in a threaded manner, the lower ends of the second thread columns 18 penetrate through the second thread grooves 17 and are installed on the inner walls of the first thread grooves 16 in a threaded manner, fixing rings 19 are fixedly installed on the outer walls of the second thread columns 18, and the lower ends of the fixing rings 19 are attached to the inner walls of the lower ends of the H-shaped steel 5. The lower end of the second threaded column 18 passes through the second thread groove 17 and is installed on the inner wall of the first thread groove 16 in a threaded manner, so that the lower end of the fixing ring 19 is attached to the inner wall of the lower end of the H-shaped steel 5, and the H-shaped steel 5 can be quickly fixed to the upper end of the first fixing plate 4.
An enlarged schematic structure of the unloading device a is shown in fig. 3.
When the unloading device of the technical scheme is used, the structure formed by the first mounting block 9 and the four fixing blocks 10 is placed at a cross-shaped structure formed by a vertical rod and a cross rod of the scaffold 2, the first threaded cylinder 12 is installed on the inner wall of the first internal threaded cylinder 11 in a threaded manner, the second mounting block 13 is placed on the outer walls of the two first threaded cylinders 12, the second internal threaded cylinder 15 is installed on the outer wall of the first threaded cylinder 12 in a threaded manner, so that the second mounting block 13 can be fixed at the front end of the first mounting block 9, the other second mounting block 13 and the other two second internal threaded cylinders 15 can be installed at the rear end of the first internal threaded cylinder 11 in a threaded manner, the structure formed by the first mounting block 9 and the fixing blocks 10 is fixed in a cross-shaped area formed by the vertical rod and the cross rod of the scaffold 2, the lower end of the second threaded cylinder 18 penetrates through the second thread groove 17 and is installed on the inner wall of the first thread groove 16, the lower end of the fixing ring 19 is attached to the inner wall of the lower end of the H-shaped steel 5, so that the H5 can be quickly fixed at the upper end of the first fixing plate 4, the hydraulic cylinder 7 is opened, the hydraulic cylinder 8, the final frame beam is attached to the upper end of the bearing plate, and the frame beam is finally detached and supported by the frame beam, and the frame beam are manually.
Claims (7)
1. The unloading device comprises a bottom plate and a first mounting block movably arranged above the bottom plate; the novel scaffold is characterized in that a scaffold is fixedly arranged at the upper end of the bottom plate, a supporting block is fixedly mounted at the upper end of a vertical rod of the scaffold, a first fixing plate is fixedly mounted at the upper end of the supporting block, H-shaped steel is movably arranged at the upper end of the first fixing plate, a second fixing plate is fixedly mounted at the upper end of the H-shaped steel, hydraulic cylinders which are uniformly distributed are fixedly mounted at the upper end of the second fixing plate, a bearing plate is fixedly mounted at the upper end of a telescopic rod of each hydraulic cylinder, and symmetrical fixing blocks are fixedly mounted on the outer wall of each first mounting block.
2. A salt production plant de-installation device for structural strengthening according to claim 1, characterised in that the uprights of the scaffolding are spaced two hundred millimetres apart and the cross-bars of the scaffolding are spaced one thousand two hundred millimetres apart.
3. The unloading device for structural reinforcement of the salt production workshop according to claim 1, wherein the first mounting block is in a cross-shaped structure, the number of the fixing blocks is four, the upper ends of the fixing blocks and the upper end of the first mounting block are in the same plane, and the left end and the right end of the fixing block and the left end and the right end of the first mounting block are in the same plane.
4. The unloading device for the structural reinforcement of the salt production workshop according to claim 1, wherein a first internal thread cylinder is fixedly mounted on the outer wall of the fixing block, a first thread column is threadedly mounted on the inner wall of the first internal thread cylinder, and the length of the first thread column is greater than that of the first internal thread cylinder.
5. The unloading device for structural reinforcement of the salt production workshop according to claim 4, wherein a second mounting block is movably arranged at the front end of the first mounting block, symmetrical through holes are formed in the front end and the rear end of the second mounting block in a penetrating manner, the inner wall of each through hole is attached to the outer wall of the first threaded column, and a second internal threaded cylinder is installed on the outer wall of the first threaded column in a threaded manner.
6. The unloading device for reinforcing the structure of the salt production workshop according to claim 4, wherein a first screw groove is fixedly formed in the upper end of the first fixing plate, second screw grooves are formed in the upper end and the lower end of the H-shaped steel in a penetrating mode, and a second threaded column is installed on the inner wall of each second screw groove in a threaded mode.
7. The unloading device for structural reinforcement of the salt production workshop according to claim 6, wherein the lower end of the second threaded column is installed on the inner wall of the first threaded groove through the second threaded groove, a fixing ring is fixedly installed on the outer wall of the second threaded column, and the lower end of the fixing ring is attached to the inner wall of the lower end of the H-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221474713.8U CN218346931U (en) | 2022-06-14 | 2022-06-14 | Unloading device for structure reinforcement of salt production workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221474713.8U CN218346931U (en) | 2022-06-14 | 2022-06-14 | Unloading device for structure reinforcement of salt production workshop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346931U true CN218346931U (en) | 2023-01-20 |
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ID=84921551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221474713.8U Active CN218346931U (en) | 2022-06-14 | 2022-06-14 | Unloading device for structure reinforcement of salt production workshop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218346931U (en) |
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2022
- 2022-06-14 CN CN202221474713.8U patent/CN218346931U/en active Active
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