CN209177871U - Platform structure for memorial archway continuously hoisting - Google Patents
Platform structure for memorial archway continuously hoisting Download PDFInfo
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- CN209177871U CN209177871U CN201821755016.3U CN201821755016U CN209177871U CN 209177871 U CN209177871 U CN 209177871U CN 201821755016 U CN201821755016 U CN 201821755016U CN 209177871 U CN209177871 U CN 209177871U
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- support stand
- basis
- roll change
- hoisting
- platform
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Abstract
The utility model relates to hoisting mill housing fields, specifically a kind of platform structure for memorial archway continuously hoisting, basis is overhang including concrete roll change, it is characterized in that: further including the support stand being embedded in concrete roll change overhanging basis, the support stand is by support stand column, support stand stringer, support stand stringer reinforcing rib, support stand crossbeam constitute box-structure；It further include the subgrade case for being laid on concrete roll change overhanging basis top, the subgrade case constitutes slab structure by roadbed cabinet frame, subgrade case panel.This platform structure stability in the hoisting process of mill housing is good, and safety coefficient is high；Meanwhile this hoisting platform is able to bear large-tonnage truck crane and memorial archway the haulage vehicle normally travel on platform, so as to improve construction efficiency.
Description
Technical field
The utility model relates to hoisting mill housing field, specifically a kind of platform structure for memorial archway continuously hoisting.
Background technique
80-120 tons of cold rolling five stand mill memorial archway weight, memorial archway lifting generally use driving lifting in workshop in place.But it is cold
Sour Continuous mill train is rolled in addition to mill housing heavier-weight, remaining equipment and production coil of strip are within 30 tons.Line configuration row
Vehicle is more 35 tons or 65 tons drivings, and separate unit driving is unable to satisfy hoisting mill housing, and general hoisting mill housing takes system
Make shoulder pole girder and lift mill housing in place using 2 drivings, the method is limited by the influence of steel-structure factory building, installation progress of driving a vehicle
It is larger, it can only could start hoisting mill housing after driving debugging operates normally, the rolling machine system installation time started is later, and
Rolling machine system installation is engineering critical process, and the installation of milling train seat slurry plastic sheet, milling train bottom plate and rack adjustment time are longer.How
In limited time duration, the milling train installation that starts as early as possible is always the problem in cold rolling acid tandem rolling engineering.
Summary of the invention
The purpose of the utility model is to overcome the deficiencies of existing milling train drop mill dress technology, provide a kind of efficient, safety
The hoisting platform structure that can be used in continuously hoisting rolling mill housings.
In order to achieve the above object, the utility model is realized in this way:
A kind of platform structure for memorial archway continuously hoisting, including concrete roll change overhanging basis, further include be embedded in it is mixed
Support stand in solidifying soil roll change overhanging basis, the support stand is by support stand column, support stand stringer, support stand
Stringer reinforcing rib, support stand crossbeam constitute box-structure；It further include the roadbed for being laid on concrete roll change overhanging basis top
Case, the subgrade case constitute slab structure by roadbed cabinet frame, subgrade case panel.
The platform structure for memorial archway continuously hoisting, concrete roll change overhanging basis are in U-shape, U-shaped opening two
Side is respectively provided with the traversing basis of roll change and roll change basis, wherein is laid with levelling, roll change base using sleeper on the basis of roll change is traversing
Plinth is cantilevered structure, uses sleeper to be laid at an upper portion thereof levelling, lower to carry out supporting using work roll changing overhanging base support.
This platform structure stability in the hoisting process of mill housing is good, and safety coefficient is high；Meanwhile this hoisting platform energy
Large-tonnage truck crane and memorial archway the haulage vehicle normally travel on platform are born, enough so as to improve construction efficiency.
Detailed description of the invention
Fig. 1 is each block diagram of cold rolling five stand mill memorial archway hoisting platform.
Fig. 2 is hoisting platform braced frame and each block diagram of subgrade case.
Fig. 3 is cold rolling five stand mill roll change basis hoisting platform support construction arrangement schematic diagram.
Fig. 4 is that hoisting platform subgrade case is laid with arrangement schematic diagram.
Fig. 5 is that truck crane is located in hoisting platform upper rear leg strut fulcrum schematic diagram.
Fig. 6 is that truck crane is located in front leg strut fulcrum schematic diagram on hoisting platform.
Fig. 7 is that truck crane is located in schematic diagram on hoisting platform.
In figure: 1 support stand, 2 support stand columns, 3 support stand stringers, 4 support stand stringer reinforcing ribs, 5
Support stand crossbeam, 6 sleepers, 7 work roll changings overhang base support, 8 subgrade cases, 9 roadbed cabinet frames, 10 subgrade cases
Panel, 11 support roller roll change bases, 12 work roll shifting device basics, 13 work roll changings basis, 14 300 tons of truck cranes
Supporting leg, 15 500 tons of truck crane supporting legs.
Specific embodiment
The utility model is further illustrated below by way of specific embodiment.
A kind of realization specific implementation of its function of cold rolling five stand mill memorial archway hoisting platform comprises the steps of:
As shown in Figure 1, a kind of each component of cold rolling five stand mill memorial archway hoisting platform and schematic view of the mounting position, cold rolling five
Machine frame rolling mill memorial archway hoisting platform is reinforced by support stand 1, support stand column 2, support stand stringer 3, support stand stringer
Muscle 4, support stand crossbeam 5, sleeper 6, work roll changing overhang base support 7, subgrade case 8, roadbed cabinet frame 9, subgrade case face
Plate 10 forms.Cold rolling five stand mill changing side basis is by support roller roll change basis 11, work roll shifting device basic 12, work
Roller roll change basis 13 is constituted.Support stand 1, the shallower use of work roll shifting device basic 12 are made on support roller roll change basis 11
Sleeper 6 is laid with.Work roll changing basis 13 is overhanging concrete structure, and top is laid with using sleeper 6, and lower part overhangs concrete knot
Structure carries out supporting using work roll changing overhanging base support 7.Basic plane roadbed paving case 8 forms hoisting platform.
As shown in Fig. 2, production support stand 1, wherein support stand column 2, support stand stringer 3 first weld together,
Connection two panels stringer is installed again after the rack column 2 to be supported of support stand crossbeam 5,3 assembly of support stand stringer are in place.
Production subgrade case 8 as shown in Figure 2, determines subgrade case length dimension according to changing side key dimension, width is on 1m, road
Base cabinet frame 9 is made using 16# channel steel, 0.5 meter of 1.5 meters of lower portion horizontal spacing, longitudinal pitch setting gusset, subgrade case face
Plate 10 is laid on 9 upper and lower surface of roadbed cabinet frame using 12mm steel plate.
As shown in Figure 1, work roll changing overhanging base support 7 is installed, work roll changing basis 13 is overhanging concrete knot
Structure, apart from 1.5 meters of foundation bottom, using 273mm steel pipe or 200mmH fashioned iron, 3 meters of spacing support one, use with basic gap
Steel plate stoppers.
As shown in Figure 1, sleeper 6 is installed, work roll shifting device basic 12, work roll changing basic (13) are shallower, use
On the basis of 200mm 1.2 meters of long ties of thickness are laid on.
As shown in figure 4, subgrade case 8 is laid with, 8 bottom of subgrade case and sleeper 6, support stand stringer (3), support stand crossbeam
It is stoppered between 5 using steel plate and batten.
As shown in fig. 7, truck crane erect-position carries out hoisting mill housing, truck crane is located on hoisting platform by the position Fig. 5,
For 300 tons of -500 tons of truck crane supporting leg horizontal spacings between 8m-10m, 300 tons of supporting legs 14 of truck crane are 300 tons of truck crane supporting leg positions
It sets, 500 tons of supporting legs 15 of truck crane are 500 tons of truck crane leg locations.The position Fig. 5 truck crane rear support leg position, Fig. 6 is before truck crane
Leg location.Hoisting platform supported underneath structure is checked after truck crane supporting leg stress, milling train can be started after each position pads by confirming
Memorial archway lifting.
Claims (2)
1. a kind of platform structure for memorial archway continuously hoisting, including concrete roll change overhanging basis, it is characterized in that: further including embedding
Enter the support stand in concrete roll change overhanging basis, the support stand is by support stand column, support stand stringer, branch
Rack stringer reinforcing rib is supportted, support stand crossbeam constitutes box-structure；It further include being laid on concrete roll change overhanging basis top
Subgrade case, for the subgrade case by roadbed cabinet frame, subgrade case panel constitutes slab structure.
2. the platform structure according to claim 1 for memorial archway continuously hoisting, it is characterized in that: concrete roll change overhangs base
Plinth is in U-shape, and U-shaped opening two sides are respectively provided with the traversing basis of roll change and roll change basis, wherein use on the basis of roll change is traversing
Sleeper laying is levelling, and roll change basis is cantilevered structure, uses sleeper to be laid at an upper portion thereof levelling, lower to be overhang using work roll changing
Base support carries out supporting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821755016.3U CN209177871U (en) | 2018-10-29 | 2018-10-29 | Platform structure for memorial archway continuously hoisting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821755016.3U CN209177871U (en) | 2018-10-29 | 2018-10-29 | Platform structure for memorial archway continuously hoisting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209177871U true CN209177871U (en) | 2019-07-30 |
Family
ID=67362306
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821755016.3U Active CN209177871U (en) | 2018-10-29 | 2018-10-29 | Platform structure for memorial archway continuously hoisting |
Country Status (1)
| Country | Link |
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| CN (1) | CN209177871U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111185456A (en) * | 2020-02-09 | 2020-05-22 | 深圳市泰美瑞环保科技有限公司 | Stabilization landfill method for fly ash chelate |
-
2018
- 2018-10-29 CN CN201821755016.3U patent/CN209177871U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111185456A (en) * | 2020-02-09 | 2020-05-22 | 深圳市泰美瑞环保科技有限公司 | Stabilization landfill method for fly ash chelate |
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