CN202658716U - Transportable steel structure sealed unit module - Google Patents
Transportable steel structure sealed unit module Download PDFInfo
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- CN202658716U CN202658716U CN 201220202208 CN201220202208U CN202658716U CN 202658716 U CN202658716 U CN 202658716U CN 201220202208 CN201220202208 CN 201220202208 CN 201220202208 U CN201220202208 U CN 201220202208U CN 202658716 U CN202658716 U CN 202658716U
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Abstract
The utility model relates to a transportable steel structure sealed unit module. The transportable steel structure sealed unit module is characterized by comprising a profile steel frame, a concrete covering surface attached to the profile steel frame or a cement fiber plate, a wood plate, a magnesium diamond plate, an aluminum plate and a steel plate covering surface. The unit module has multiple purposes, is flexible in structure, can be designed or regulated in various ways, can be produced in a batched manner in plants, is suitable for pipeline production, and meets the requirement in the transportation field. The utility model also discloses a method for producing the unit module.
Description
Technical field
The utility model relates to a kind of steel work closed cells module, concretely, relates to a kind of steel work closed cells module of convenient transportation.
Background technology
In logistics field, the container that conveys goods commonly used is container, and container is generally the structure of the outer attached iron sheet of steel frame or fiberboard.Its requirement be lightweight, structural strength is high, thereby the weight of reduce self and is received more goods in fixing space content.The requirement of seavan is higher, also need possess simultaneously the characteristics such as corrosion resistance.
In specific field, fields such as landlocked colliery, oil exploration, exploitation side or contractor are unanimously being perplexed in the equipment shipping, concretely, in this field, equipment needs just can reach the spot through long-distance highway transportation by long sea voyage sometimes again, after equipment is transported to and is unloaded, the container of sky is very high at the cost of transporting back, even if be transported to nearest harbour, its cost page or leaf superelevation self cost of container, therefore, exploitation side or contractor have to dispose these containers with minimum cost by every means.
In this exploitation field, the exploitation scene generally need to provide house, and general way is to build mobile house or one off houses, and this house is generally done with color steel; Fastness, heat-insulating property are all not high, and need extra cost.
Have multiplely in the prior art about shaped steel and concrete combined process, but be only applicable to site operation, work out at the scene the steel cage and carry out cast in situs, and inapplicable duplication of production.
For this reason, prior art has a kind of like this demand, and a kind of transportable steel work closed cells module that can conveniently transport and can directly use as the house after transporting to the destination namely is provided.
The utility model content
One of the purpose of this utility model namely provide a kind of can be used as the delivery unit module, and or can be directly as the house use solid and reliable, reach or the good steel work closed cells module of heat-insulating property.
For achieving the above object, the utility model provides a kind of transportable steel work closed cells module, and it comprises structural steel frame, and is additional to the native coverage rate on the structural steel frame.This coverage rate can be concrete, cement fibrolite plate, plank, magnesium quarrel, aluminium sheet, steel plate coverage rate.
In preferred embodiment, structural steel frame is the lineal hexahedral structure substantially, following certain structural features, and namely four posts adopt the entity steel, and crossbeam adopts trussed construction.Adopt this structure can when alleviating the structural steel frame overall weight, guarantee structural strength.
In preferred embodiment, the concrete coverage rate of concrete coverage rate for adopting light-duty aggregate to make.Adopt light-duty aggregate can alleviate the weight of concrete coverage rate, guarantee simultaneously its flexible and structural strength.
Preferably, have door, window opening at the concrete coverage rate, be fixed with Plastic steel door, window at the door and window opening.
Preferably, four posts at structural steel frame are provided with hole for hoist, by this hole for hoist is set, can realize the integral hoisting to this unit module, thereby in transportation, keep at utmost the holding unit module stressed evenly, thereby keep its structural strength, avoid the concrete coverage rate to ftracture because of unbalance stress.
Preferably, be provided with reinforcing prop at this structural steel frame, be fixed with a plurality of C shape steel or lightgage steel joist at this reinforcing prop, be fixed with the inner surface plate on these a plurality of C shape steel or the lightgage steel joist.Preferably, this inner surface version is the magnesium quarrel.Adopt this kind structure that smooth inner surface can be provided, be convenient to that unit module carries out interior after being transported to the scene and fast and low-cost, change the house into fast and use.
Preferably, this unit module is followed the container product in the standardization requirement of the aspects such as size.For example this unit module profile adopts the shaping size that meets in the container international convention, comprises following several types: nominal length 12192* width 2438* height 2896 units are millimeter; Nominal length 6058* width 2438* height 2896, unit are millimeter.
Preferably, this unit module is made requirement by container and the standard container pin is set in each position, angle of casing.
Preferably, coverage rate is to adopt the cement fibrolite plate that is fixed in C shape steel or lightgage steel joist to make retaining wall, middle PU, the i.e. structure of polyurethane of filling.
Unit module of the present utility model not only can be converted on the way, and flexible structure, can do various designs, adjusts.Unit module is the regularization plant produced in batches, is suitable for producing by the design flow waterline, meets the requirement of transport field.
Description of drawings
Fig. 1 is the stereogram according to the structural steel frame of the transportable steel work closed cells module of a kind of embodiment of the present utility model;
Fig. 2 is the stereogram according to the structural steel frame of the transportable steel work closed cells module of another kind of embodiment of the present utility model;
Fig. 3 is the structure chart of Fig. 1 central post;
Fig. 4 is the structure chart of rear top rail among Fig. 1;
Fig. 5 is the structure chart of rear lower transverse beam among Fig. 1;
Fig. 6 is the structure chart of front top rail among Fig. 1;
Fig. 7 is the structure chart of front lower transverse beam among Fig. 1;
Fig. 8 is the structure chart of curb girder among Fig. 1;
Fig. 9 is the structure chart of reinforcement among Fig. 1;
Figure 10 is the structure chart of middle girder among Fig. 1;
Figure 11 is the structure chart of intermediolateral column among Fig. 1;
Figure 12 is the structure sectional view of concrete coverage rate.
Figure 13 is the structure phantom drawing of concrete coverage rate.
Figure 14 is the structure cross-sectional schematic of another kind of coverage rate of the present utility model.
Figure 15 is the detail drawing of this another kind coverage rate.
The specific embodiment
With reference to the accompanying drawings embodiment of the present utility model is carried out specific description, should be appreciated that following explanation is illustrative, and not restrictive.
With reference to Fig. 1, transportable steel work closed cells module 100 in a kind of specific embodiment of the present utility model comprises substantially for the framework of lineal hexahedral and is additional to concrete coverage rate on the framework, the concrete coverage rate comprises concrete wall, concrete smallpox, and concrete surface.
The lineal hexahedral framework is made of rigidly connected column 10, rear top rail 20, rear lower transverse beam 30, front top rail 40, front lower transverse beam 50, curb girder 60 and reinforcement 70, wherein, column 10 is four, form the lineal hexahedral framework with rear top rail 20, rear lower transverse beam 30, front top rail 40, front lower transverse beam 50, curb girder 60, reinforcement 70 is fixed between curb girder 60 and the column 10, increases the rigidity of framework.Be rigidly connected and be the forms such as welding, bolt connection, riveted joint.
The structure of column 10 is shown in Figure 3, can be square steel, and this has hole for hoist respectively at the two ends of square steel.
The structure of rear top rail 20 can be trussed construction as shown in Figure 4: this truss can be the channel-section steel of two-phase to arranging, and both sides fixedly steel floor form, and the steel floor can tilt or the perpendicular separation setting.
The structure of rear lower transverse beam 30 can be trussed construction as shown in Figure 5, and this truss can be single channel-section steel, and parallel fixedly polylith steel floor forms on channel-section steel.
The structure of front top rail 40 as shown in Figure 6, can for; Can be square steel.
The structure of front lower transverse beam 50 as shown in Figure 7, and is identical with rear lower transverse beam, can be trussed construction, and this truss can be single channel-section steel, and parallel fixedly polylith steel floor forms on channel-section steel
The structure of curb girder 60 as shown in Figure 8, can for: can be trussed construction: this truss can be the channel-section steel of two-phase to arranging, fixedly steel floor formation of both sides, the steel floor can tilt or the perpendicular separation setting.
The structure of reinforcement 70 can be channel-section steel structure with holes as shown in Figure 9.
Be provided with many reinforcing props 80 at this structural steel frame, only show two in Fig. 2, be fixed with a plurality of C shape steel or lightgage steel joist 81 at this reinforcing prop, the both sides of these a plurality of C shape steel or lightgage steel joist are fixed with respectively inner surface plate 90, appearance panel 91.The purpose that reinforcing prop 80 is set is in order to make things convenient for the drawknot of sheet material when template is fixing, and simultaneously, these reinforcing props all are with whole steel work together, form a whole the distortion in the processes such as shared, opposing lifting, transportation.
Between curb girder, also comprise upper and lower middle girder 61,62, middle girder can connect intermediolateral column 11, shown in Figure 10,11, form the support of frame mid portion, at upper and lower middle girder 61,62, can also arrange in the structure in intermediolateral column 11 besieged city have opening or do not have out after coverage rate, thereby unit module is divided into different chambers.Intermediolateral column can have identical structure with reinforcing prop 80, and middle girder 61,61 can have identical structure with curb girder 60.
The structure of concrete coverage rate can comprise steel bar layer, be arranged at the gauze wire cloth in the steel bar layer outside and be cast in steel bar layer shown in Figure 12,13, gauze wire cloth, filling steel bar layer, the concrete in gauze wire cloth space.The concrete coverage rate forms concrete side walls in the side of structural steel frame, then forms concrete smallpox and concrete surface in end face and the bottom surface of structural steel frame.
The concrete coverage rate that the concrete coverage rate can adopt light-duty aggregate to make.Adopt light-duty aggregate can alleviate the weight of concrete prefabricated board, guarantee simultaneously its flexible and structural strength.
Can pass through fixedly inner surface plate of a plurality of C shape steel or lightgage steel joist in the concrete side walls inboard, the inner surface plate can be the magnesium quarrel, or other composite constructions.
Described inside and outside surface plate is not to arrange, and the operation of decorative cover may be directly carried out at concrete surface in surfacing as required.In this case, we utilize this sheet material to replace the function of template, simultaneously, have also utilized the comparatively smooth characteristic in surface of this sheet material, have reduced the ornamental work amount.
In the present embodiment, the structure of coverage rate can also be not to use the concrete coverage rate, but adopt the cement fibrolite plate that is fixed in C shape steel or lightgage steel joist to make retaining wall shown in Figure 14,15, middle PU, the i.e. structure of polyurethane of filling.The implementation of this structure can for: after structure is finished, the sealing side plate, sheet material is generally weighted cement fiberboard (optional plank, magnesium quarrel, aluminium sheet, steel plate), sheet material is fixing with additional C shaped steel (or lightgage steel joist skeleton); Then at the inner hydroelectric line of laying of the space enclosing structure of preparing sealing; Seal the sheet material of an other side, material is the same; Clamp reinforcing inside and outside the cavity of sealing formation; In the semi-hermetic cavity that forms, fill the PU foaming; After the PU foamed set, remove anchor clamps, namely finish the production of a side wall element module; The step that repeats aforementioned formation side wall element module at other sidewalls can form other sidewalls; And, in end face and the bottom surface of steel work the concrete coverage rate is installed, finish the making of unit module.
Fig. 2 shows another kind of embodiment of the present utility model, in the present embodiment, is provided with intermediolateral column between the front upper beam of lineal hexahedral framework, front underbeam, and is provided with middle girder between front underbeam and rear underbeam.
Other structures are identical with structure among the embodiment 1,
It is customized that transportable steel work closed cells module in the utility model is carved with the client, can according to client's requirement in the concrete side walls upper shed, door, window etc. be installed.Framework also can carry out Intensity Design as requested, installs reinforcement additional.Inner surface then can be decorated according to implementing needs.
Steel reinforced concrete has good fire prevention, water resistance, can satisfy the sea-freight requirement.By optimizing structure, can take full advantage of the composite performance of material, reduce the use amount of steel.
Adopt the integrated cost control of full conveyer chain; by instructions for use, the purchase purpose of analyzing the goods destination; cost of transportation; the casing making is become utilizable dormitory or office; can be after the function of bearing the cargo unit module; continuation is with regard to the further work service of goods destination, thus reduction basket purchase cost.
Claims (10)
1. transportable steel work closed cells module is characterized in that: comprise structural steel frame, and be additional to concrete coverage rate on the structural steel frame or cement fibrolite plate, plank, magnesium quarrel, aluminium sheet, steel plate coverage rate.
2. transportable steel work closed cells module according to claim 1, it is characterized in that: structural steel frame is the lineal hexahedral structure substantially, following certain structural features, namely four posts adopt the entity steel, and crossbeam adopts trussed construction.
3. transportable steel work closed cells module according to claim 1 is characterized in that: the concrete coverage rate of concrete coverage rate for adopting light-duty aggregate to make.
4. transportable steel work closed cells module according to claim 1 is characterized in that: have door, window opening at the concrete coverage rate, be fixed with door, window at the door and window opening.
5. transportable steel work closed cells module according to claim 1, it is characterized in that: four posts at structural steel frame are provided with hole for hoist.
6. transportable steel work closed cells module according to claim 1, it is characterized in that: be provided with reinforcing prop at this structural steel frame, be fixed with a plurality of C shape steel or lightgage steel joist at this reinforcing prop, be fixed with the inner surface plate on these a plurality of C shape steel or the lightgage steel joist.
7. transportable steel work closed cells module according to claim 6, it is characterized in that: this inner surface version is the magnesium quarrel.
8. transportable steel work closed cells module according to claim 1 is characterized in that: form between inner surface and the external surface at the cement fibrolite plate coverage rate and be filled with polyurethane.
9. transportable steel work closed cells module according to claim 1 is characterized in that: this unit module profile adopts the shaping size that meets in the container international convention.
10. transportable steel work closed cells module according to claim 9 is characterized in that: this unit module profile is in 4200 millimeters of the width, in 15000 millimeters of the length, in 3500 millimeters of the height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220202208 CN202658716U (en) | 2012-05-07 | 2012-05-07 | Transportable steel structure sealed unit module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220202208 CN202658716U (en) | 2012-05-07 | 2012-05-07 | Transportable steel structure sealed unit module |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202658716U true CN202658716U (en) | 2013-01-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN 201220202208 Expired - Lifetime CN202658716U (en) | 2012-05-07 | 2012-05-07 | Transportable steel structure sealed unit module |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644392A (en) * | 2012-05-07 | 2012-08-22 | 张建忠 | Transportable steel structured airtight unit mould and manufacturing method for manufacturing unit mould |
| CN103184764A (en) * | 2013-03-11 | 2013-07-03 | 张祖权 | Prefabricated house frame |
| WO2013166646A1 (en) * | 2012-05-07 | 2013-11-14 | Zhang Jianzhong | Transportable, steel-structure, and sealed unit module and fabrication method for fabricating the unit module |
| CN103924714A (en) * | 2014-03-18 | 2014-07-16 | 昆山生态屋建筑技术有限公司 | Wire mesh integral-frame building wall and manufacture process thereof |
-
2012
- 2012-05-07 CN CN 201220202208 patent/CN202658716U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644392A (en) * | 2012-05-07 | 2012-08-22 | 张建忠 | Transportable steel structured airtight unit mould and manufacturing method for manufacturing unit mould |
| WO2013166646A1 (en) * | 2012-05-07 | 2013-11-14 | Zhang Jianzhong | Transportable, steel-structure, and sealed unit module and fabrication method for fabricating the unit module |
| CN103184764A (en) * | 2013-03-11 | 2013-07-03 | 张祖权 | Prefabricated house frame |
| CN103924714A (en) * | 2014-03-18 | 2014-07-16 | 昆山生态屋建筑技术有限公司 | Wire mesh integral-frame building wall and manufacture process thereof |
| CN103924714B (en) * | 2014-03-18 | 2016-09-07 | 昆山生态屋建筑技术有限公司 | A kind of steel wire entirety building of skeleton construction body of wall and manufacture craft thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130109 |